Cities Index.
Item F-2 Agenda Report

Beverly Hills City Council
June 27, 2024

Document
Item F-2 Agenda Report
Meeting
June 27, 2024
Body
Beverly Hills City Council
Pages
48
Original file
50.7 MB
Text extracted from the city's file for reading and search. Open the original on beverlyhills.granicus.com. That file is the official record.

@ExtractStart@ 2UDQJH&RDVW7LWOH&RPSDQ\
2151 E. Convention Center :ay, 6uite 102
Ontario, CA 91764
909-987-5433
35(/,0,1$5<5(3257
Orange Coast Title Company
2151 E. Convention Center :ay, 6uite 102
Ontario, CA 91764
$WWHQWLRQ
Tom .rystkowiak <RXUQR
2370903-T.
3URSHUW\DGGUHVV
129 6outh /inden Drive, %everly Hills, CA 90212 2UGHUQR 140-2370903-20
'DWHG
-une 8, 2023
,n response to the above referenced application for a policy of title insurance, 2UDQJH &RDVW 7LWOH &RPSDQ\ hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title ,nsurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed 6chedules, Conditions and 6tipulations of said Policy forms.

The printed Exceptions and Exclusions from the coverage and /imitations on Covered Risks of said policy or policies are set forth in Exhibit % attached. The policy to be issued may contain an arbitration clause. :hen the Amount of ,nsurance is less than that set forth in the arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the ,nsured as the exclusive remedy of the parties. /imitations on Covered Risks applicable to the C/TA and A/TA Homeowner¶s Policies of Title ,nsurance which establish a Deductible Amount and a Maximum Dollar /imit of /iability for certain coverages are also set forth in Exhibit %.

Copies of the policy forms should be read. They are available from the office which issued this report. 3OHDVH UHDG WKH H[FHSWLRQV VKRZQ RU UHIHUUHG WR EHORZ DQG WKH H[FHSWLRQV DQG H[FOXVLRQV VHW IRUWK LQ ([KLELW % RI WKLV UHSRUW FDUHIXOO\ 7KH H[FHSWLRQV DQG H[FOXVLRQV DUH PHDQW WR SURYLGH \RX ZLWK QRWLFH RI PDWWHUV ZKLFK DUH QRW FRYHUHG XQGHU WKH WHUPVRIWKHWLWOHLQVXUDQFHSROLF\DQGVKRXOGEHFDUHIXOO\FRQVLGHUHG ,W LV LPSRUWDQW WR QRWH WKDW WKLV SUHOLPLQDU\ UHSRUW LV QRW D ZULWWHQ UHSUHVHQWDWLRQ DV WKH FRQGLWLRQ RI WLWOH DQG PD\ QRW OLVW DOO OLHQVGHIHFWVDQGHQFXPEUDQFHVDIIHFWLQJWLWOHWRWKHODQG This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. ,f it is desired that liability be assumed prior to the issuance of a policy of title insurance, a %inder or Commitment should be reTuested.

Dated as of May 19, 2023 at 7
30 AM

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
Ranny Harper, Title Officer
Email
rannyh#octitle.com
Ph
909-987-5433
Fax
714-415-7961
Order No. 140-2370903-20

Page 2 ends

7KHIRUPRISROLF\RIWLWOHLQVXUDQFHFRQWHPSODWHGE\WKLVUHSRUWLV

A./.T.A. /oan Policy (06-17-06)
6FKHGXOH³$´
7KHHVWDWHRULQWHUHVWLQWKHODQGKHUHLQDIWHUGHVFULEHGRUUHIHUUHGWRFRYHUHGE\WKLVUHSRUWLV

A Fee
7LWOHWRVDLGHVWDWHRULQWHUHVWDWWKHGDWHKHUHRILVYHVWHGLQ

Ely Dromy and -udy Dromy, Trustees of the Dromy 1995 Family Trust dated December 12, 1995, an undivided 28 percent interest, 9300 :ilshire //C, a Delaware /imited /iability Company, an undivided 10.55 percent interest, 9300 :ilshire Fee, //C, a Delaware /imited /iability Company, an undivided 43.95 percent interest, 1112 ,nvestment Company, //C, a California /imited /iability Company, an undivided 5.00 percent interest, and E.D. Flores, //C, a California /imited /iability Company, an undivided

2.5 percent interest and E-T :ilshire /inden, //C, a California /imited /iability Company, an undivided 10 interest. 7KH ODQG UHIHUUHG WR LQ WKLV UHSRUW LV VLWXDWHG LQ WKH &LW\ RI %HYHUO\ +LOOV WKH &RXQW\ RI /RV $QJHOHV 6WDWH RI &DOLIRUQLD DQG LV GHVFULEHGDVIROORZV

/ot 40 of Tract 1o. 6648, in the City of %everly Hills, County of /os Angeles, 6tate of California, as per Map recorded in %ook 71,

Page 48 ends

Assessor
s Parcel 1umbers(s)
4328-009-007
Order No. 140-2370903-20

Page 3 ends

6FKHGXOH³%´
$WWKHGDWHKHUHRIH[FHSWLRQVWRFRYHUDJHLQDGGLWLRQWRWKHSULQWHGH[FHSWLRQVDQGH[FOXVLRQVFRQWDLQHGLQVDLGSROLF\IRUP ZRXOGEHDVIROORZV

1 *eneral and 6pecial taxes for the fiscal year 2023-2024, including any assessments collected with taxes. A lien not yet payable.

First installment due and payable 11012023, delinTuent if not paid by 12102023 6econd installment due and payable 02012024, delinTuent if not paid by 04102024 2 *eneral and 6pecial taxes for the fiscal year 2022-2023, including any assessments collected with current taxes.

Total amount 
1st installment 
, Paid
Penalty 
 (after 12122022)
2nd installment 
, Paid
Penalty  (after 04102023)
Code area 02410 - City of %everly Hills-10
Parcel 1o. 

Exemption 1one 6hown
1OTE
Taxes above mentioned have all been paid and are reported for proration purposes only. 3 6upplemental taxes including special assessments andor personal property taxes if any, for the fiscal year 2020-2021. 1st installment

 paid
2nd installment

 paid
%ill 1o.
1RQH6KRZQ
6upplemental 1o.


4 6upplemental taxes including special assessments andor personal property taxes if any, for the fiscal year 2021-2022. 1st installment

paid
2nd installment

paid
%ill 1o.
1RQH6KRZQ
6upplemental 1o.


5 The /ien of future supplemental taxes, if any, assessed pursuant to the provisions of section 75, et seT of the revenue and taxation code of the 6tate of California
6 An Oil and *as /ease affecting this and other property executed by the owner of said land and by others as owners of other land, for the term and upon the terms, covenants and provisions therein provided Recorded
02101965, as ,nstrument 1o. 4151, Official Records.

Dated
01051965
Term
20 years from date hereof and any other term as provided for therein /essor
9740 :ilshire %uilding, a /imited Partnership
/essee
Occidental Petroleum Corporation, a Corporation
The present ownership of said leasehold and other matters affecting the interest of the lessee are not shown herein. 6aid lease affects that portion of said land lying below a depth of 500 feet from the surface thereof without right of surface entry.

Order No. 140-2370903-20

Page 4 ends

7 A Deed of Trust to secure the indebtedness of
Amount

Trustor
(O\'URP\DQG-XG\'URP\7UXVWHHVRIWKH'URP\

)DPLO\7UXVWGDWHG'HFHPEHU


DQXQGLYLGHGSHUFHQWLQWHUHVW
:LOVKLUH//&D'HODZDUH/LPLWHG
/LDELOLW\&RPSDQ\DQXQGLYLGHGSHUFHQWLQWHUHVW :LOVKLUH)HH//&D
'HODZDUH/LPLWHG/LDELOLW\&RPSDQ\DQXQGLYLGHG
SHUFHQWLQWHUHVW
,QYHVWPHQW&RPSDQ\//&D&DOLIRUQLD/LPLWHG/LDELOLW\&RPSDQ\DQXQGLYLGHG SHUFHQWLQWHUHVWDQG(')ORUHV//&D&DOLIRUQLD/LPLWHG/LDELOLW\&RPSDQ\ DQXQGLYLGHGSHUFHQWLQWHUHVW
Trustee
East :est ,nvestment ,nc., a California Corporation
%eneficiary
East :est %ank
Dated
08082019
Recorded

DV,QVWUXPHQW1R
 of Official Records
6aid Deed of Trust contains a provision that the 1OTE secured thereby provides for a variable interest rate and allows periodic adjustments in the rate of interest.
6aid matter affects the herein described land and other land. 8 An instrument, upon the terms and conditions contained therein Entitled
Memorandum of Tenancy-,n-Common Agreement
Dated
12282020
Executed by and between
E-T :ilshire /inden, //C, a California /imited /iability Company, 1112 ,nvestment Company, //C, a California /imited /iability Company, 9300 :ilshire, //C, a Delaware /imited /iability Company, 9300 :ilshire Fee, //C, a Delaware /imited /iability Company, E.D. Flores, //C, a California /imited /iability Company, and Dromy 1995 Family Trust Dated December 12, 1995
Recorded
02032021, as ,nstrument 1o. 2021-189209 of Official Records 9 A lien for unsecured property taxes in favor of the tax collector, County of /os Angeles
Amount

Taxpayer
(')ORUHV//&
<earaccount no.
2249952581
Recorded
as ,nstrument 1o. 
 , Official Records
10 The reTuirement that we be furnished a copy of the 'URP\ 

 )DPLO\ Trust and any amendments thereto. A certification of said trust may be acceptable if made pursuant to probate code section 18100.5 and Tualified as a trust under section 82 of probate code.
11 This company will reTuire a copy of the Certificate of Registration to transact business in the 6tate of California for 9300 :ilshire //C, a Delaware limited liability company, a copy of the articles of organi]ation certified by authorities of the state of origin, and copies of any management agreements or operating agreements together with a current list of all members of said limited liability company.
12 This company will reTuire a copy of the Certificate of Registration to transact business in the 6tate of California for 9300 :ilshire Fee, //C, a Delaware limited liability company, a copy of the articles of organi]ation certified by authorities of the state of origin, and copies of any management agreements or operating agreements together with a current list of all members of said limited liability company.
13 The reTuirement that we be provided

(1) A copy of the filed articles of organi]ation of 1112 ,nvestment Company, //C, a limited liability company. (2) A current list of the names of said limited liability company members. (3) A copy of said limited liability company
s operating agreement, with a verified certificate that the operating agreement is a true and correct copy of the agreement now in effect.

Order No. 140-2370903-20

Page 5 ends

14 The reTuirement that we be provided

(1) A copy of the filed articles of organi]ation of E.D. Flores, //C, a limited liability company. (2) A current list of the names of said limited liability company members. (3) A copy of said limited liability company
s operating agreement, with a verified certificate that the operating agreement is a true and correct copy of the agreement now in effect. 15 The reTuirement that we be provided

(1) A copy of the filed articles of organi]ation of E-T :ilshire /inden, //C, a limited liability company. (2) A current list of the names of said limited liability company members. (3) A copy of said limited liability company
s operating agreement, with a verified certificate that the operating agreement is a true and correct copy of the agreement now in effect. 16 Rights of parties in possession of said land by reason of unrecorded leases, if any. Please forward said leases for our examination.
17 Any facts, rights, interest or claims which may be shown by an inspection of the land or which may be disclosed by inTuiry of persons in possession of said land.
18 (A) Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records

Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. (%) Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. (C) Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. (D) Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records (E) (a) 8npatented mining claims
(b) reservations or exceptions in patents or in Acts authori]ing the issuance thereof (c)
water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the public records
(F) Any lien or right to a lien for services, labor or material theretofore or hereafter not shown by the public records. ([FHSWLRQV$)ZLOOEHRPLWWHGRQH[WHQGHGFRYHUDJHSROLFLHV (QGRI6FKHGXOH%
Order No. 140-2370903-20

Page 6 ends

³127(6$1'5(48,5(0(1766(&7,21´
127(12
California Revenue and Taxation Code 6ection 18662, effective -anuary 1, 1994 and by amendment effective -anuary 1, 2003, provides that the buyer in all sales of California Real Estate may be reTuired to withhold 3 and 13 of the total sales price as California 6tate ,ncome Tax, subject to the various provisions of the law as therein contained. 127(123$<2)),1)250$7,21

1ote
this company does reTuire current beneficiary demands prior to closing. ,f the demand is expired and a correct demand cannot be obtained, our reTuirements will be as follows

A. ,f this company accepts a verbal update on the demand, we may hold an amount eTual to one monthly mortgage payment.

The amount of this hold will be over and above the verbal hold the lender may have stipulated. %. ,f this company cannot obtain a verbal update on the demand, will either pay off the expired demand or wait for the amended demand, at the discretion of the escrow.

C. ,n the event that a payoff is being made to a servicing agent for the beneficiary, this company will reTuire a complete copy of the servicing agreement prior to close.
127(12
,f this company is reTuested to disburse funds in connection with this transaction, chapter 598, statutes of 1989 mandates hold periods for checks deposited to escrow or sub-escrow accounts. The mandatory hold is one business day after the day deposited. Other checks reTuire a hold period from three to seven business days after the day deposited. 1RWLFH5HJDUGLQJ<RXU'HSRVLWRI)XQGV
California ,nsurance Code 6ections 12413 HW 6HT Regulates the disbursement of escrow and sub-escrow funds by title companies.

The law reTuires that funds be deposited in the title company escrow and sub-escrow accounts and be available for withdrawal prior to disbursement. Funds deposited with the Company by wire transfer may be disbursed upon receipt. Funds deposited with the Company via cashier¶s checks drawn on a California based bank may be disbursed the next business day after the day of deposit. ,f funds are deposited with by other methods, recording or disbursement may be delayed. All escrow and sub-escrow funds received by the Company will be deposited with other funds in one or more non-interest bearing escrow accounts of the Company in a financial institution selected by the Company. The Company andor its parent company may receive certain direct or indirect benefits from the financial institution by reason of the deposit of such funds or the maintenance of such accounts with the financial institution, and the Company shall have no obligation to account to the depositing party in any manner for the value of, or to pay such party, any benefit received by the Company andor its parent Company. Those benefits may include, without limitation, credits allowed by such financial institution on loans to the Company andor its parent company and earnings on investments made on the proceeds of such loans, accounting, reporting and other services and products of such financial institution. 6uch benefits shall be deemed additional compensation of the Company for its services in connection with the escrow or sub-escrow.

Order No. 140-2370903-20

Page 7 ends

2UDQJH&RDVW7LWOH&RPSDQ\
2151 E. Convention Center :ay, 6uite 102
Ontario, CA 91764
909-987-5433
$WWHQWLRQ

%RUURZHU
'URP\?77(((7$/
/HQGHUVVXSSOHPHQWDOUHSRUW
The above numbered report (including any supplements or amendments thereto) is hereby modified andor supplemented in order to reflect the following additional items relating to the issuance of an A./.T.A. /oan Policy (06-17-06) form as follows

A. This report is preparatory to this issuance of an American /and Title Association loan policy of title insurance. This report discloses nothing, which would preclude the issuance of said American land title association loan policy of title insurance with endorsement no. 100 attached thereto.
%. The improvements on said land are designated as

A commercial property known as
129 6outh /inden Drive, in the City of %everly Hills, County of /os Angeles, 6tate of California.

C. The only conveyance(s) affecting said land recorded within 24 months of the date of this report are as follows

*rantor
1112 ,nvestment Company, //C, a California /imited /iability Company *rantee
E-T :ilshire /inden, //C, a California /imited /iability Company, an undivided 10 interest
Recorded
1262021 as ,nstrument 1o. 2021-138527, Official Records.

Order No. 140-2370903-20

Page 8 ends

$WWHQWLRQ
Please note that this preliminary report now has an extra copy of the legal description on a separate sheet of paper. There are no markings on the page. The idea is to provide you with a legal description that can be attached to other documents as needed. That legal description page immediately follows this page.

Thank you for your support of 2UDQJH&RDVW7LWOH&RPSDQ\. :e hope that this makes your job a little easier.

Order No. 140-2370903-20

Page 9 ends

([KLELW³$´
/ot 40 of Tract 1o. 6648, in the City of %everly Hills, County of /os Angeles, 6tate of California, as per Map recorded in %ook 71,

Page 48 ends

Order No. 140-2370903-20

Page 10 ends

&/7$3UHOLPLQDU\5HSRUW)RUP±([KLELW%


&/7$67$1'$5'&29(5$*(32/,&<±


(;&/86,216)520&29(5$*( The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys fees or expenses which arise by reason of

1. (a) Any law, ordinance or governmental regulation (including but not limited to building or ]oning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating (i) the occupancy, use, or enjoyment of the land (ii) the character, dimensions or location of any improvement now or hereafter erected on the land (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien, or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereofhas been recordedinthe public records at Date of Policy, but not excluding from coverage any taking whichhas occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge.

3. Defects, liens, encumbrances, adverse claims or other matters (a) whether or not recorded in the public records at Date of Policy, but created, suffered, assumed or agreed to by the insured claimant (b) not known to the
Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy (c) resulting in no loss or damage to the insured claimant (d) attaching or created subseTuent to Date of Policy
or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy.

4. 8nenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subseTuent owner of the indebtedness, to comply with the applicable doing business laws of the state in which the land is situated.

5. ,nvalidity or unenforceability of the lien of the insured mortgage, or claimthereof,which arises out of the transaction evidencedbythe insured mortgage andis based upon usury or any consumer credit protection or truth in lending law.

6. Any claim, which arises out of the transaction vesting in the insured the estate of interest insured by this policy or the transaction creating the interest of the insured lender, by reason of the operation of federal bankruptcy, state insolvency or similar creditors
rights laws.
(;&(37,216)520&29(5$*(6&+('8/(%3$57, This policy does not insure against loss or damage (and the Company will not pay costs, attorneys fees or expenses) which arise by reason of

1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records.

4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records.

5. (a) 8npatented mining claims
(b) reservations or exceptions in patents or in Acts authori]ing the issuance thereof (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the public records.

6. Any lien or right to a lien for services, labor or material not shown by the public records. &/7$$/7$+20(2:1(5
632/,&<2)7,7/(,1685$1&(


(;&/86,216 ,n addition to the Exceptions in 6chedule %, <ou are not insured against loss, costs, attorneys fees, and expenses resulting from

1. *overnmental police power, and the existence or violation of those portions of any law or government regulation concerning a.building, b. ]oning, c.land use d. improvements on the /and, e.land division and ,f.
environmental protection. This Exclusion does not limit the coverage described in Covered Risk 8.a., 14, 15, 16, 18, 19, 20, 23 or 27.

2. The failure of <our existing structures, or any part of them, to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15.

3. The right to take the /and by condemning it. This Exclusion does not limit the coverage described in Covered Risk 17.

4. Risks
a. that are created, allowed, or agreed to by <ou, whether or not they recorded in the Public Records b. that are .nown to <ou at the Policy Date, but not to 8s, unless they are recorded in the Public Records at the Policy Date
c. that result in no loss to <ou
or d. that first occur after the Policy Date - this does not limit the coverage described in Covered Risk 7, 8.e, 25, 26, 27, or 28.

5. Failure to pay value for <our Title.

6. /ack of a right
a. to any land outside the area specifically described and referred to in paragraph 3 of 6chedule A and b. in streets, alleys, or waterways that touch the /and. This Exclusion does not limit the coverage described in Covered Risk 11 or 21.

7. The transfer of the Title to <ou is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy, state insolvency, or similar creditors¶ rights laws. /,0,7$7,21621&29(5('5,6.6 <our insurance for the following Covered Risks is limited on the Owner¶s Coverage 6tatement as follows ‡ For Covered Risk 16, 18, 19, and 21 <our Deductible Amount and Our Maximum Dollar /imit of /iability shown in 6chedule A. The deductible amounts and maximum dollar limits shown on 6chedule A are as follows

<our Deductible Amount Our Maximum Dollar /imit of /iability &RYHUHG5LVN
RI3ROLF\$PRXQWVKRZQLQ6FKHGXOH$RU
ZKLFKHYHULVOHVV

&RYHUHG5LVN
RI3ROLF\$PRXQWVKRZQLQ6FKHGXOH$RU
ZKLFKHYHULVOHVV

&RYHUHG5LVN

RI3ROLF\$PRXQWVKRZQLQ6FKHGXOH$RU
ZKLFKHYHULVOHVV

&RYHUHG5LVN
RI3ROLF\$PRXQWVKRZQLQ6FKHGXOH$RU
ZKLFKHYHULVOHVV

$/7$5(6,'(17,$/7,7/(,1685$1&(32/,&<


(;&/86,216 ,n addition to the Exceptions in 6chedule %, you are not insured against loss, costs, attorneys fees, and expenses resulting from

1. *overnmental police power, and the existence or violation of any law or government regulation. This includes building and ]oning ordinances and also laws and regulations concerning

land use
improvements on the land
land division
environmental protection. This exclusion does not apply to violations or the enforcement of these matters which appear in the public records at Policy Date. This exclusion does not limit the ]oning coverage described in ,tems 12 and 13 of Covered Title Risks. 2. The right to take the land by condemning it, unless

a notice of exercising the right appears in the public records on the Policy Date
the taking happened prior to the Policy Date and is binding on you if you bought the land without knowing of the taking

3. Title Risks

that are created, allowed, or agreed to by you
that are known to you, but not to us, on the Policy Date -- unless they appeared in the public records that result in no loss to you
that first affect your title after the Policy Date -- this does not limit the labor and material lien coverage in ,tem 8 of Covered Title Risks 4. Failure to pay value for your title.

5. /ack of a right

to any land outside the area specifically described and referred to in ,tem 3 of 6chedule A OR in streets, alleys, or waterways that touch your land. This exclusion does not limit the access coverage in ,tem 5 of Covered Title Risks.
$/7$/2$132/,&<


(;&/86,216)520&29(5$*(
The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys fees or expenses which arise by reason of

1. (a) Any law, ordinance or governmental regulation (including those relating to building and ]oning) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land (ii) the character,
dimensions or location of any improvement erected on the /and (iii) the subdivision of land
or (iv) environmental protection
or the effect of any violation of these laws, ordinances or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5.

2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.

3. Defects, liens, encumbrances, adverse claims or other matters (a)created, suffered, assumed or agreed to by the ,nsured Claimant (b)not known to the Company, not recorded in the public records at Date of Policy, but known to the ,nsured Claimant and not disclosed in writing to the Company by the ,nsured Claimant prior to the date the ,nsured Claimant became an ,nsured under this policy (c) resulting in no loss or damage to
the ,nsured Claimant
(d) attaching or created subseTuent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 13 or 14) or(e) resulting in loss or damage that would not
have been sustained if the ,nsured Claimant had paid value for the ,nsured Mortgage.

4. 8nenforceability of the lien of the ,nsured Mortgage because of the inability or failure of an ,nsured to comply with applicable doing-business laws of the state in which the /and is situated.

5. ,nvalidity or unenforceability in whole or in part of the lien of the ,nsured Mortgage that arises out of the transaction evidenced by the ,nsured Mortgage and is based upon usury or any consumer credit protection or truth in lending law.

6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors¶ rights laws, that the transaction creating the lien of the ,nsured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy.

7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the ,nsured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b)

(;&(37,216)520&29(5$*(
This policy does not insure against loss or damage (and the Company will not pay costs, attorneys fees or expenses) that arise by reason of

1.(a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records (b) proceedings by a public agency that may
result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records.

2.Any facts, rights, interests or claims which are not shown by the Public Records but that could be ascertained by an inspection of the /and or that may be asserted by persons in possession of the /and.

3.Easements, liens or encumbrances, or claims thereof, not shown by the Public Records.

4.Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the /and and not shown by the Public Records.

5.(a) 8npatented mining claims
(b) reservations or exceptions in patents or in Acts authori]ing the issuance thereof (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the Public Records.

6. Any lien or right to a lien for services, labor or material not shown by the public records. $/7$2:1(5¶632/,&<


(;&/86,216)520&29(5$*(
The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys fees, or expenses that arise by reason of

Order No. 140-2370903-20

Page 11 ends

1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and ]oning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the /and
(ii)
the character, dimensions, or location of any improvement erected on the /and (iii) the subdivision of land
or (,9) environmental protection
or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6.

2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.

3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the ,nsured Claimant (b) not .nown to the Company, not recorded in the Public Records at Date of Policy, but .nown to the ,nsured Claimant and not disclosed in writing to the Company by the ,nsured Claimant prior to the date the ,nsured Claimant became an ,nsured under this policy (c) resulting in no loss or
damage to the ,nsured Claimant
(d) attaching or created subseTuent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10) or (e) resulting in loss or
damage that would not have been sustained if the ,nsured Claimant had paid value for the Title.

4. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors¶ rights laws, that the transaction vesting the Title as shown in 6chedule A, is (a) a fraudulent conveyance or fraudulent transfer
or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy.

5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in 6chedule A.

The above policy form may be issued to afford either 6tandard Coverage or Extended Coverage. ,n addition to the above Exclusions from Coverage, the Exceptions from Coverage in a 6tandard Coverage policy will also include the following Exceptions from Coverage

(;&(37,216)520&29(5$*(
This policy does not insure against loss or damage (and the Company will not pay costs, attorneys¶ fees or expenses) that arise by reason of

1. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records (b) proceedings by a public agency
that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records.

2. Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an inspection of the /and or that may be asserted by persons in possession of the /and.

3. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records.

4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the /and and that are not shown by the Public Records.

5. (a) 8npatented mining claims
(b) reservations or exceptions in patents or in Acts authori]ing the issuance thereof (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records.

6. Any lien or right to a lien for services, labor or material not shown by the public records. $/7$(;3$1'('&29(5$*(5(6,'(17,$//2$132/,&<


(;&/86,216)520&29(5$*(
The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys fees or expenses which arise by reason of

1. (a) Any law, ordinance, permit, or governmental regulation (including but not limited to building and ]oning) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the /and (ii) the
character, dimensions or location of any improvement erected on the /and (iii) the subdivision of the land
or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risks 5, 6, 13(c), 13(d), 14, and 16.(b) Any governmental police power. This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risks 5, 6, 13(c), 13(b), 14, and 16.

2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.

3. Defects, liens, encumbrances, adverse claims or other matters (a) created, suffered, assumed or agreed to by the ,nsured Claimant (b) not .nown to the Company, not recorded in the Public Records at Date of Policy, but .nown to the ,nsured Claimant and not disclosed in writing to the Company by the ,nsured Claimant prior to the date the ,nsured Claimant became an ,nsured under this policy (c) resulting in no loss or
damage to the ,nsured Claimant
(d) attaching or created subseTuent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risks 11, 16, 17, 18, 19, 20, 21, 22, 23, 24, 27 or 26)

or (e)resulting in loss or damage which would not have been sustained if the ,nsured Claimant had paid value for the ,nsured Mortgage.

4. 8nenforceability of the lien of the ,nsured Mortgage because of the inability or failure of the ,nsured to comply with applicable doing-business laws of the state in which the /and is situated.

5. ,nvalidity or unenforceability in whole or in part of the lien of the ,nsured Mortgage that arises out of the transaction evidenced by the ,nsured Mortgage and is based upon usury, or any consumer credit protection or truth in lending law. This Exclusion does not modify or limit the coverage provided in Covered Risk 26.

6. Any claim of invalidity, unenforceability or lack of priority of the lien of the ,nsured Mortgage as to Advances or modifications made after the ,nsured has .nowledge that the vestee shown in 6chedule A is no longer the owner of the estate or interest covered by this policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11.

7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching subseTuent to Date of Policy in accordance with applicable building codes. This Exclusion does not modify or limit the coverage provided in Covered Risk 5 or 6..

8. The failure of the residential structure, or any portion of it, to have been constructed before, on or after Date of Policy in accordance with applicable building codes. This Exclusion does not modify or limit the coverage provided in Covered Risk 5 or 6.

9. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors¶ rights laws, that the transaction creating the lien of the ,nsured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 27(b) of this policy.

Order No. 140-2370903-20

Page 12 ends

2UDQJH&RDVW7LWOH&RPSDQ\
35,9$&<32/,&<
:H$UH&RPPLWWHGWR6DIHJXDUGLQJ&XVWRPHU,QIRUPDWLRQ
,n order to better serve your needs now and in the future, we may ask you to provide us with certain information. :e understand that you may be concerned about what we will do with such information ± particularly any personal or financial information. :e agree that you have a right to know how we will utili]e the personal information that you provide to us. Therefore, we have adopted this Privacy Policy to govern the use and handling of your personal information. $SSOLFDELOLW\
This Privacy Policy governs our use of the information which you provide to us. ,t does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity.
7\SHVRI,QIRUPDWLRQ
Depending upon which of our services you are utili]ing, the types of nonpublic personal information that we may collect include

x ,nformation we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means.
x ,nformation we receive from providers of services to us, such as appraisers, appraisal management companies, real estate agents and brokers and insurance agencies (this may include the appraised value, purchase price and other details about the property that is the subject of your transaction with us). x ,nformation about your transactions with us, our Affiliated Companies, or others and
x ,nformation we receive from a consumer reporting agency. <RXU&DOLIRUQLD5LJKWV
LPPHGLDWHO\IROORZLQJWKLV3ULYDF\3ROLF\
RU\RXPD\YLVLWRXUZHEVLWHDW
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ZZZWLWOHDGYDQWDJHFRPSULYDF\SROLF\KWPRUFDOOWROOIUHHDW 
2QO\DSSOLHVWR&$

UHVLGHQWV
8VHRI,QIRUPDWLRQ
:e reTuest information from you for our own legitimate business purposes and not for benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except (1) as necessary for us to provide the product or service you have reTuested of us
or (2) as permitted by law. :e may, however, store such information indefinitely, including the period after which any customer relationship has ceased. 6uch information may be used for any internal purpose, such as Tuality control efforts or customer analysis.
)RUPHU&XVWRPHUV
(YHQLI\RXDUHQRORQJHURXUFXVWRPHURXU3ULYDF\3ROLF\ZLOOFRQWLQXHWRDSSO\WR\RX &RQILGHQWLDOLW\DQG6HFXULW\
:e will use our best efforts to ensure that no unauthori]ed parties have access to any of your information. :e restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. :e will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy. :e currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. 2WKHU,PSRUWDQW,QIRUPDWLRQ
:e reserve the right to modify or supplement this Privacy Policy at any time. ,f our Privacy Policy changes, we will provide the new Privacy Policy before the new policy becomes effective. /ast Revision 12262019
Effective on 1012020
Order No. 140-2370903-20

Page 13 ends

<our California Rights
,I\RXDUHD&DOLIRUQLDUHVLGHQW\RXPD\KDYHFHUWDLQULJKWVXQGHU&DOLIRUQLDODZLQFOXGLQJEXWQRWOLPLWHGWR WKH&DOLIRUQLD&RQVXPHU3ULYDF\$FW
&&3$
$OOSKUDVHVXVHGKHUHLQVKDOOKDYHWKHVDPHPHDQLQJDVWKRVH SKUDVHVXVHGXQGHUUHOHYDQW&DOLIRUQLDODZLQFOXGLQJEXWQRWOLPLWHGWRWKH&&3$ 5LJKWWR.QRZ
<ou have the right to know

x The categories of personal information we have collected about or from you

x The categories of sources from which we collected your personal information

x The business or commercial purpose for collecting or sharing your personal information

x The categories of third parties with whom we have shared your personal information and
x The specific pieces of your personal information we have collected. 3UoFess to 6ubmit a 5eTuest To submit a verified reTuest for this information you may visit our website at https
www.titleadvantage.comprivacypolicy.htm or call toll-free at (866) 241-7373. <ou may also designate an authori]ed agent to submit a reTuest on your behalf by visiting our website https www.titleadvantage.comprivacypolicy.htm or calling toll-free at (866) 241-7373 and then also submitting written proof of such authori]ation via e-mail to dataprivacy#octitle.com. 9eUiIiFation 0ethod ,n order to ensure your personal information is not disclosed to unauthori]ed parties, and to protect against fraud, we will verify your identity before responding to your reTuest. To verify your identity, we will generally match the identifying information provided in your reTuest with the information we have on file about you. Depending on the sensitivity of the personal information reTuested, we may also utili]e more stringent verification methods to verify your identity, including but not limited to reTuesting additional information from you andor reTuiring you to sign a declaration under penalty of perjury. 5LJKWRI'HOHWLRQ
<ou have a right to reTuest that we delete the SHUVRQDOLQIRUPDWLRQ we have collected from or about you. 3UoFess to 6ubmit a 5eTuest To submit a verified reTuest to delete you information you may visit our website at https
www.titleadvantage.comprivacypolicy.htm or call toll-free at (866) 241-7373. <ou may also designate an authori]ed agent to submit a reTuest on your behalf by clicking here or calling toll-free at (866) 241-7373 and then also submitting written proof of such authori]ation via e-mail to dataprivacy#octitle.com.
9eUiIiFation 0ethod ,n order to ensure we do not inadvertently delete your SHUVRQDOLQIRUPDWLRQ based on a fraudulent reTuest, we will verify your identity before we respond to your reTuest. To verify your identity, we will generally match the identifying information provided in your reTuest with the information we have on file about you. Depending on the sensitivity of the SHUVRQDO LQIRUPDWLRQ reTuested to be deleted, we may also utili]e more stringent verification methods to verify your identity, including but not limited to reTuesting additional information from you andor reTuiring you to sign a declaration under penalty of perjury. 5LJKWWR2SW2XW
:e do not sell your SHUVRQDOLQIRUPDWLRQ to third parties, and do not plan to do so in the future. 5LJKWRI1RQ'LVFULPLQDWLRQ
<ou have a right to exercise your rights under the CCPA without suffering discrimination. Accordingly, OC Title family of Companies will not discriminate against you in any way if you choose to exercise your rights under the CCPA. &DOLIRUQLD0LQRUV
,f you are a California resident under the age of 18, California %usiness and Professions Code † 22581 permits you to reTuest and obtain removal of content or information you have publicly posted on any of our Applications or :ebsites. To make such a reTuest, please send an email with a detailed description of the specific content or information to dataprivacy#octitle.com. Please be aware that such a reTuest does not ensure complete or comprehensive removal of the content or information you have posted and there may be circumstances in which the law does not reTuire or allow removal even if reTuested. &ROOHFWLRQ1RWLFH
The following is a list of the categories of SHUVRQDOLQIRUPDWLRQ we may have collected about California residents in the twelve months preceding the date this Privacy 1otice was last updated, including the business or commercial purpose for said collection, the Order No. 140-2370903-20

Page 14 ends

categories of sources from which we may have collected the SHUVRQDOLQIRUPDWLRQ, and the categories of third parties with whom we may have shared the SHUVRQDOLQIRUPDWLRQ

&DWHJRULHVRI3HUVRQDO,QIRUPDWLRQ&ROOHFWHG
The categories of SHUVRQDOLQIRUPDWLRQ we have collected include, but may not be limited to

x real name
x 6ignature
x Alias
x 661
x physical characteristics or description,
including protected characteristics
under federal or state law
x address
x telephone number
x passport number
x driver
s license number
x state identification card number
x ,P address
x policy number
x file number
x employment history
x bank account number
x credit card number
x debit card number
x financial account numbers
x commercial information
x professional or employment
information
&DWHJRULHVRI6RXUFHV
Categories of sources from which we
ve collected SHUVRQDOLQIRUPDWLRQ include, but may not be limited to

x the consumer directly
x public records
x governmental entities
x non-affiliated third parties
x affiliated third parties
%XVLQHVV3XUSRVHIRU&ROOHFWLRQ
The business purposes for which we
ve collected SHUVRQDOLQIRUPDWLRQ include, but may not be limited to

x completing a transaction for our Products
x verifying eligibility for employment
x facilitating employment
x performing services on behalf of affiliated and non-affiliated third parties x protecting against malicious, deceptive, fraudulent, or illegal activity &DWHJRULHVRI7KLUG3DUWLHV6KDUHG
The categories of third parties with whom we
ve shared SHUVRQDOLQIRUPDWLRQ include, but may not be limited to

x service providers
x government entities
x operating systems and platforms x non-affiliated third parties x affiliated third parties
6DOH1RWLFH
:e have not sold the SHUVRQDOLQIRUPDWLRQ of California residents to any third party in the twelve months preceding the date this Privacy 1otice was last updated, and we have no plans to sell such information in the future. :e also do not, and will not sell the SHUVRQDOLQIRUPDWLRQ of minors under sixteen years of age without affirmative authori]ation. 'LVFORVXUH1RWLFH
The following is a list of the categories of SHUVRQDOLQIRUPDWLRQ of California residents we may have disclosed for a business purpose in the twelve months preceding the date this Privacy 1otice was last updated. x real name
x 6ignature
x Alias
x 661
x physical characteristics or description,
including protected characteristics
under federal or state law
x telephone number
x passport number
x driver
s license number
x state identification card number
x ,P address
x policy number
x file number
x bank account number
x credit card number
x debit card number
x financial account numbers
x commercial information
x professional or employment
information
Order No. 140-2370903-20

Page 15 ends

x address x employment history
,f you have any Tuestions andor comments you may contact us

&DOO8Vat our toll free number (866) 241-7373
(PDLO8V at dataprivacy#octitle.com
Mail

Orange Coast Title
Attn
Privacy Officer
1551 1. Tustin Ave., 6te. 300
6anta Ana, CA 92705
Effective on 112019
Revised on 12232019 \actEnd@
Order No. 140-2370903-20

Page 16 ends

Orange Coast Title Company
2151 E. Convention Center :ay, 6uite 102
Ontario, CA 91764
909-987-5433
2:1(5¶6$)),'$9,7
6tate of BBBBBBBBBBBBBBBBBB ` 6.6. Order 1o.
140-2370903-20
County of BBBBBBBBBBBBBBBBBBB
The undersigned, BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB, (owner¶s name) being first duly sworn, depose and say as follows

1. That the undersigned isare the owner(s) of certain real property situated in the City of %everly Hills, County of /os Angeles and 6tate of California, commonly known as 129 6outh /inden Drive and more particularly described in 6chedule “A” attached hereto (the “Property”)

2. That within the last ninety (90) days, including the date hereof, no person, firm or corporation has furnished any labor, services or materials in connection with the construction or repair of any buildings, fixtures or improvements on the Property, E;CEPT (if work has been performed or materials furnished within the last (90) days, please explain fully and state whether payment for the same has been made in full)
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.

3. That there are no present tenants, lessees or other parties in possession or who have a right to possession of said Property, E;CEPT
(if none, state “1one”) BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.

4. That the undersigned hashave no knowledge of any taxes or special assessments which are not shown as existing liens by the public records other than as follows
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.

5. That the taxes for ,nstallment BBB of fiscal year BBBBBB are paid. ,nstallment BBB of fiscal year BBBBBB is not yet due.

6. That the undersigned hashave no knowledge of, nor hashave the undersigned created, any violations of any covenants, restrictions, agreements, conditions or ]oning ordinances affecting the Property.

7. That Property is free of all liens, taxes, encumbrances and claims of every kind, nature and description whatsoever, except for the following mortgages or deeds of trust

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB and except for real estate and personal property taxes for ,nstallment BBB of fiscal year BBBBBB and subseTuent years.

8. That there are no mechanic¶s, materialmen¶s or laborer¶s liens against the above described Property, nor is any party entitled to assert any mechanic¶s, materialmen¶s or laborer¶s liens against the Property.

9. That there are no unrecorded leases or agreements affecting the Property, other than the Agreement of 6ale between the undersigned and BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB as purchasers of the Property dated BBBBBBBBBBBBBBB.

10. That there are no open, unexercised options to purchase or rights of first refusal to purchase the Property.

11. That no judgment or decree has been entered in any court of this 6tate or the 8nited 6tates against the undersigned and which remain unsatisfied, E;CEPT BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.

12. The undersigned further state(s) that heshethey are each familiar with the nature of an oath and with the penalties under the
laws of the state for making false statements in any instruments of this nature. The undersigned further certify(ies) that they have read, this affidavit, or have had it read to them, and understand its context.

13. That ,:E have made this Affidavit for the purpose of inducing Orange Coast Title Company to issue one or more policy(ies) of title insurance insuring interests in the Property, and that said title company is relying on the statements set forth in this Affidavit in issuing said policies, free and harmless from and against any and all actions, causes, of action, loss, cost, expense, or damages that may be brought against or suffered or incurred by Orange Coast Title Company or its underwriters, in relying Order No. 140-2370903-20

Page 17 ends

on the truth and accuracy of the statements contained herein. %y

1ame

%y

1ame

A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document. 6tate of BBBBBBBBBBBBBBBBBBB ` 6.6. County of BBBBBBBBBBBBBBB On BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB, before me, BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB, personally appeared BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribed to the within instrument and acknowledged to me that heshethey executed the same in hishertheir authori]ed capacity(ies), and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed this instrument.
, certify under PE1A/T< OF PER-8R< under the laws of the 6tate of California that the foregoing paragraph is true and correct.
:,T1E66 M< HA1D and OFF,C,A/ 6EA/
6ignature

BBBBBBBBBBBBBBBBBBBBBBBBBBBB
(1otary 6eal)
Order No. 140-2370903-20

Page 18 ends

([KLELW³$´
/ot 40 of Tract 1o. 6648, in the City of %everly Hills, County of /os Angeles, 6tate of California, as per Map recorded in %ook 71,

Page 48 ends

Order No. 140-2370903-20

Page 19 ends

Orange Coast Title Company
2151 E. Convention Center :ay, 6uite 102
Ontario, CA 91764
909-987-5433
'(&/$5$7,212)2&&83$1&<

/RDQ7UDQVDFWLRQ

The undersigned, BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB, (owner¶s name) depose(s) and say(s) as follows

1. The undersigned isare the owner(s) of certain real property situated in the City of %everly Hills, County of /os Angeles and 6tate of California, commonly known as 129 6outh /inden Drive, herein referred to as “Property”

2. The undersigned isare obtaining a loan from BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB to be secured by a Deed of Trust against the Property, which is the subject of this transaction.

3. The undersigned currently occupy the Property as the undersigned¶s principal address, and intend to continue to occupy the same as the undersigned¶s principal residence following the close of this transaction.

4. The undersigned understand(s) that Orange Coast Title Company is relying on this information in calculating the recording fees for all real estate instruments, papers, and notices recorded in connection with this transaction in accordance with &DOLIRUQLD*RYHUQPHQW&RGH† D


.

5. The undersigned agree(s) to indemnify and hold Orange Coast Title Company harmless from and against, and to pay any additional recording fees andor penalties arising out of, or in connection with, the inaccuracy of the information set forth herein.

The undersigned declare(s) under penalty of perjury under the laws of the 6tate of California that the foregoing is true and correct, and that this Declaration was executed on BBBBBBBBBBBBB, at BBBBBBBBBBBBBBBBBBBBBB, BBBBBBBBBBB.
%y
%y

1ame
1ame

Order No. 140-2370903-20

Page 20 ends

CERTIFICATION OF TRUST
38568$1772&$/,)251,$352%$7(&2'(6(&7,21
I (We) BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB , trustee(s) confirm the following facts:

1. The BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB (Name of Trust) is currently in existence and was created on BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB (Date of Creation of Trust).

2. The Trust was amended on BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB (or enter “No Amendments”)

3. The settler(s) of the trust are as follows: BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

4. The currently acting trustee(s) of the trust is (are):

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

5. The power of the trustee(s) includes:
(a) The powers to sell, convey and exchange > @ YES > @ NO (check one) (b) The powers to borrow money and encumber the trust property with a deed of trust or mortgage > @ YES > @ NO (check one)

6. The trust is: (check the applicable box)
(a) revocable > @;
(b) irrevocable > @ and the following party (ies), if any, is (are) identified as having the power to revoke the trust:

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

7. The trust: (check the applicable box)
(a) does have multiple trustees > @;
(b) does not have multiple trustees > @; If the trust has multiple trustees, the signatures of all the trustees or of any BBBBBBBBBBB of the trustees is required to exercise the powers of the trust.

8. The trust identification number is as follows: BBBBBBBBBBBBBBBBBB (Social Security No./Employee ID)

9. Title to trust assets shall be taken in the following fashion:

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB The undersigned trustee(s) hereby declare(s) that the trust has not been revoked, modified, or amended in any manner, which would cause the representations, contained herein to be incorrect. The certification is being signed by all currently acting trustee(s) and is being executed in conformity with the provision of California Probate Code Section 18100.5, Chapter 530, Statutes of 1993.

Document Date: BBBBBBBBBBBBBBBBBBBBBBBBB
by: BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB by: BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document.

State of California
County of BBBBBBBBBBBBBBB ` S.S.

On BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB, before me, BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB, personally appeared BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribed to the within instrument and acknowledged to me that heshethey executed the same in hishertheir authori]ed capacity (ies), and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed this instrument.
, certify under PE1A/T< OF PER-8R< under the laws of the 6tate of California that the foregoing paragraph is true and correct.
:,T1E66 M< HA1D and OFF,C,A/ 6EA/
6ignature

BBBBBBBBBBBBBBBBBBBBBBBBBBBB
(1otary 6eal)

NOTICE

PLEASE BE ADVISED THAT THE DATA AND

INFORMATION FROM THE PUBLIC RECORDS

CONTAINED HEREIN WILL NEED TO BE

UPDATED PRIOR TO CLOSING AS MANY

COUNTY FACILITIES ARE CLOSED OR HAVE

LIMITED STAFFING AS A RESULT OF THE
CORONAVIRUS PANDEMIC. IF THE

INFORMATION FROM THE COUNTY IS NOT

AVAILABLE THERE WILL BE ADDITIONAL

REQUIREMENTS IN ORDER TO CLOSE AND
INSURE THIS TRANSACTION. PLEASE CONTACT
YOUR LOCAL TITLE OFFICER FOR DETAILS.

Order No. 140-2370902-20

Page 1 ends

@ExtractStart@ 2UDQJH&RDVW7LWOH&RPSDQ\
2151 E. Convention Center :ay, 6uite 102
Ontario, CA 91764
909-987-5433
35(/,0,1$5<5(3257
Orange Coast Title Company
2151 E. Convention Center :ay, 6uite 102
Ontario, CA 91764
$WWHQWLRQ
Tom .rystkowiak <RXUQR
2370902-T.
3URSHUW\DGGUHVV
9744 :ilshire %oulevard, %everly Hills, CA 90212 2UGHUQR 140-2370902-20
'DWHG
-une 8, 2023
,n response to the above referenced application for a policy of title insurance, 2UDQJH &RDVW 7LWOH &RPSDQ\ hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title ,nsurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed 6chedules, Conditions and 6tipulations of said Policy forms.

The printed Exceptions and Exclusions from the coverage and /imitations on Covered Risks of said policy or policies are set forth in Exhibit % attached. The policy to be issued may contain an arbitration clause. :hen the Amount of ,nsurance is less than that set forth in the arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the ,nsured as the exclusive remedy of the parties. /imitations on Covered Risks applicable to the C/TA and A/TA Homeowner¶s Policies of Title ,nsurance which establish a Deductible Amount and a Maximum Dollar /imit of /iability for certain coverages are also set forth in Exhibit %.

Copies of the policy forms should be read. They are available from the office which issued this report. 3OHDVH UHDG WKH H[FHSWLRQV VKRZQ RU UHIHUUHG WR EHORZ DQG WKH H[FHSWLRQV DQG H[FOXVLRQV VHW IRUWK LQ ([KLELW % RI WKLV UHSRUW FDUHIXOO\ 7KH H[FHSWLRQV DQG H[FOXVLRQV DUH PHDQW WR SURYLGH \RX ZLWK QRWLFH RI PDWWHUV ZKLFK DUH QRW FRYHUHG XQGHU WKH WHUPVRIWKHWLWOHLQVXUDQFHSROLF\DQGVKRXOGEHFDUHIXOO\FRQVLGHUHG ,W LV LPSRUWDQW WR QRWH WKDW WKLV SUHOLPLQDU\ UHSRUW LV QRW D ZULWWHQ UHSUHVHQWDWLRQ DV WKH FRQGLWLRQ RI WLWOH DQG PD\ QRW OLVW DOO OLHQVGHIHFWVDQGHQFXPEUDQFHVDIIHFWLQJWLWOHWRWKHODQG This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. ,f it is desired that liability be assumed prior to the issuance of a policy of title insurance, a %inder or Commitment should be reTuested.

Dated as of May 19, 2023 at 7
30 AM

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
Ranny Harper, Title Officer
Email
rannyh#octitle.com
Ph
909-987-5433
Fax
714-415-7961
Order No. 140-2370902-20

Page 2 ends

7KHIRUPRISROLF\RIWLWOHLQVXUDQFHFRQWHPSODWHGE\WKLVUHSRUWLV

A./.T.A. /oan Policy (06-17-06)
6FKHGXOH³$´
7KHHVWDWHRULQWHUHVWLQWKHODQGKHUHLQDIWHUGHVFULEHGRUUHIHUUHGWRFRYHUHGE\WKLVUHSRUWLV

A Fee
7LWOHWRVDLGHVWDWHRULQWHUHVWDWWKHGDWHKHUHRILVYHVWHGLQ

Ely Dromy and -udy Dromy, Trustees of the Dromy 1995 Family Trust dated December 12, 1995, an undivided 28 percent interest, 9300 :ilshire //C, a Delaware limited liability company, an undivided 10.55 percent interest, 9300 :ilshire Fee, //C, a Delaware limited liability company, an undivided 43.95 percent interest, 1112 ,nvestment Company, //C, a California limited liability company, an undivided 5.00 percent interest, and E.D. Flores, //C, a California limited liability company, an undivided 2.5 percent interest and E-T :ilshire /inden, //C, a California limited liability company, an undivided 10 interest 7KH ODQG UHIHUUHG WR LQ WKLV UHSRUW LV VLWXDWHG LQ WKH &LW\ RI %HYHUO\ +LOOV WKH &RXQW\ RI /RV $QJHOHV 6WDWH RI &DOLIRUQLD DQG LV GHVFULEHGDVIROORZV

/ots 38 and 39 of Tract 1o. 6648, in the City of %everly Hills, in the County of /os Angeles, 6tate of California, as per Map recorded in %ook 71, Page 48 of Maps, in the Office of the County Recorder of said County.

Assessor
s Parcel 1umbers(s)
4328-009-021
Order No. 140-2370902-20

Page 3 ends

6FKHGXOH³%´
$WWKHGDWHKHUHRIH[FHSWLRQVWRFRYHUDJHLQDGGLWLRQWRWKHSULQWHGH[FHSWLRQVDQGH[FOXVLRQVFRQWDLQHGLQVDLGSROLF\IRUP ZRXOGEHDVIROORZV

1 *eneral and 6pecial taxes for the fiscal year 2023-2024, including any assessments collected with taxes. A lien not yet payable.

First installment due and payable 11012023, delinTuent if not paid by 12102023 6econd installment due and payable 02012024, delinTuent if not paid by 04102024 2 *eneral and 6pecial taxes for the fiscal year 2022-2023, including any assessments collected with current taxes.

Total amount 

1st installment 
, Paid
Penalty 
 (after 12122022)
2nd installment 

, Paid
Penalty 
 (after 04102023)
Code area 02410 - City of %everly hills - 10
Parcel 1o. 

Exemption 1one 6hown
1OTE
Taxes above mentioned have all been paid and are reported for proration purposes only. 3 6upplemental taxes including special assessments andor personal property taxes if any, for the fiscal year 2020-2021. 1st installment



paid
2nd installment



paid
%ill 1o.
1RQH6KRZQ
6upplemental 1o.


4 6upplemental taxes including special assessments andor personal property taxes if any, for the fiscal year 2021-2022. 1st installment
 paid
2nd installment
 paid
%ill 1o.
1RQH6KRZQ
6upplemental 1o.


5 The /ien of future supplemental taxes, if any, assessed pursuant to the provisions of section 75, et seT of the revenue and taxation code of the 6tate of California
6 An instrument, upon the terms and conditions contained therein Entitled
Covenant (Automobile Parking on /ots 38 and 39 of Tract 6648 for %uilding on /ots 35 and 36 of Tract 6648)
Recorded
12051957, as ,nstrument 1o. 3904, Official Records
Reference is hereby made to the above document for full particulars.

This covenant and agreement shall run with the land and be binding upon any future owners, encumbrances, their successors, heirs or assigns and shall continue in effect until the county or the authority approves its termination. 7 An Oil and *as /ease affecting this and other property executed by the owner of said land and by others as owners of other land, for the term and upon the terms, covenants and provisions therein provided Recorded
02101965, as ,nstrument 1o. 4151, Official Records.

Dated
01051965
Term
20 years from date hereof and any other term as provided for therein /essor
9740 :ilshire %uilding, a /imited Partnership
/essee
Occidental Petroleum Corporation, a Corporation
The present ownership of said leasehold and other matters affecting the interest of the lessee are not shown herein.

Order No. 140-2370902-20

Page 4 ends

6aid lease affects that portion of said land lying below a depth of 500 feet from the surface thereof without right of surface entry.
8 A Deed of Trust to secure the indebtedness of
Amount

Trustor
(O\'URP\DQG-XG\'URP\7UXVWHHVRIWKH'URP\

)DPLO\7UXVWGDWHG'HFHPEHU


DQXQGLYLGHGSHUFHQWLQWHUHVW
:LOVKLUH//&D'HODZDUHOLPLWHG
OLDELOLW\FRPSDQ\DQXQGLYLGHGSHUFHQWLQWHUHVW :LOVKLUH)HH//&D
'HODZDUHOLPLWHGOLDELOLW\FRPSDQ\DQXQGLYLGHG
SHUFHQWLQWHUHVW
,QYHVWPHQW&RPSDQ\//&D&DOLIRUQLDOLPLWHGOLDELOLW\FRPSDQ\DQXQGLYLGHG SHUFHQWLQWHUHVWDQG(')ORUHV//&D&DOLIRUQLDOLPLWHGOLDELOLW\FRPSDQ\DQ XQGLYLGHGSHUFHQWLQWHUHVW
Trustee
:est ,nvestment ,nc., a California Corporation
%eneficiary
East :est %ank
Dated
08082019
Recorded

DV,QVWUXPHQW1R
 of Official Records
6aid Deed of Trust contains a provision that the 1OTE secured thereby provides for a variable interest rate and allows periodic adjustments in the rate of interest.
6aid matter affects the herein described land and other land. 9 An instrument, upon the terms and conditions contained therein Entitled
Memorandum of Teancy-in-Common Agreement
Dated
12282020
Executed by and between
E-T :ilshire /inden, //C, a California limited liability company, 1112 ,nvestment Company, //C, a California limited liability company, 9300 :ilshire //C, a Delaware limited liability company, 9300 :ilshire Fee, //C, a Delaware limited liability company, E.D. Flores, //C, a California limited liability company and Dromy 1995 Family Trust dated December 12, 1995
Recorded
02032021, 2021-189209 of Official Records
10 A lien for unsecured property taxes in favor of the tax collector, County of /os Angeles
Amount

Taxpayer
(')ORUHV//&
<earaccount no.
2249952581
Recorded
as ,nstrument 1o. 
 , Official Records
11 The reTuirement that we be furnished a copy of the 'URP\ 

 )DPLO\ Trust and any amendments thereto. A certification of said trust may be acceptable if made pursuant to probate code section 18100.5 and Tualified as a trust under section 82 of probate code.
12 This company will reTuire a copy of the Certificate of Registration to transact business in the 6tate of California for 9300 :ilshire //C, a Dleaware limited liaibilty company, a copy of the articles of organi]ation certified by authorities of the state of origin, and copies of any management agreements or operating agreements together with a current list of all members of said limited liability company.
13 This company will reTuire a copy of the Certificate of Registration to transact business in the 6tate of California for 9300 :ilshire Fee, //C, a Delaware limited liability company, a copy of the articles of organi]ation certified by authorities of the state of origin, and copies of any management agreements or operating agreements together with a current list of all members of said limited liability company.

Order No. 140-2370902-20

Page 5 ends

14 The reTuirement that we be provided

(1) A copy of the filed articles of organi]ation of 1112 ,nvestment Company, //C, a limited liability company. (2) A current list of the names of said limited liability company members. (3) A copy of said limited liability company
s operating agreement, with a verified certificate that the operating agreement is a true and correct copy of the agreement now in effect. 15 The reTuirement that we be provided

(1) A copy of the filed articles of organi]ation of E.D. Flores, //C, a limited liability company. (2) A current list of the names of said limited liability company members. (3) A copy of said limited liability company
s operating agreement, with a verified certificate that the operating agreement is a true and correct copy of the agreement now in effect. 16 The reTuirement that we be provided

(1) A copy of the filed articles of organi]ation of E-T :ilshire /inden, //C, a limited liability company. (2) A current list of the names of said limited liability company members. (3) A copy of said limited liability company
s operating agreement, with a verified certificate that the operating agreement is a true and correct copy of the agreement now in effect. 17 Rights of parties in possession of said land by reason of unrecorded leases, if any. Please forward said leases for our examination.
18 Any facts, rights, interest or claims which may be shown by an inspection of the land or which may be disclosed by inTuiry of persons in possession of said land.
19 (A) Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records

Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. (%) Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. (C) Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. (D) Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records (E) (a) 8npatented mining claims
(b) reservations or exceptions in patents or in Acts authori]ing the issuance thereof (c)
water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the public records
(F) Any lien or right to a lien for services, labor or material theretofore or hereafter not shown by the public records. ([FHSWLRQV$)ZLOOEHRPLWWHGRQH[WHQGHGFRYHUDJHSROLFLHV (QGRI6FKHGXOH%
Order No. 140-2370902-20

Page 6 ends

³127(6$1'5(48,5(0(1766(&7,21´
127(12
California Revenue and Taxation Code 6ection 18662, effective -anuary 1, 1994 and by amendment effective -anuary 1, 2003, provides that the buyer in all sales of California Real Estate may be reTuired to withhold 3 and 13 of the total sales price as California 6tate ,ncome Tax, subject to the various provisions of the law as therein contained. 127(123$<2)),1)250$7,21

1ote
this company does reTuire current beneficiary demands prior to closing. ,f the demand is expired and a correct demand cannot be obtained, our reTuirements will be as follows

A. ,f this company accepts a verbal update on the demand, we may hold an amount eTual to one monthly mortgage payment.

The amount of this hold will be over and above the verbal hold the lender may have stipulated. %. ,f this company cannot obtain a verbal update on the demand, will either pay off the expired demand or wait for the amended demand, at the discretion of the escrow.

C. ,n the event that a payoff is being made to a servicing agent for the beneficiary, this company will reTuire a complete copy of the servicing agreement prior to close.
127(12
,f this company is reTuested to disburse funds in connection with this transaction, chapter 598, statutes of 1989 mandates hold periods for checks deposited to escrow or sub-escrow accounts. The mandatory hold is one business day after the day deposited. Other checks reTuire a hold period from three to seven business days after the day deposited. 1RWLFH5HJDUGLQJ<RXU'HSRVLWRI)XQGV
California ,nsurance Code 6ections 12413 HW 6HT Regulates the disbursement of escrow and sub-escrow funds by title companies.

The law reTuires that funds be deposited in the title company escrow and sub-escrow accounts and be available for withdrawal prior to disbursement. Funds deposited with the Company by wire transfer may be disbursed upon receipt. Funds deposited with the Company via cashier¶s checks drawn on a California based bank may be disbursed the next business day after the day of deposit. ,f funds are deposited with by other methods, recording or disbursement may be delayed. All escrow and sub-escrow funds received by the Company will be deposited with other funds in one or more non-interest bearing escrow accounts of the Company in a financial institution selected by the Company. The Company andor its parent company may receive certain direct or indirect benefits from the financial institution by reason of the deposit of such funds or the maintenance of such accounts with the financial institution, and the Company shall have no obligation to account to the depositing party in any manner for the value of, or to pay such party, any benefit received by the Company andor its parent Company. Those benefits may include, without limitation, credits allowed by such financial institution on loans to the Company andor its parent company and earnings on investments made on the proceeds of such loans, accounting, reporting and other services and products of such financial institution. 6uch benefits shall be deemed additional compensation of the Company for its services in connection with the escrow or sub-escrow.

Order No. 140-2370902-20

Page 7 ends

2UDQJH&RDVW7LWOH&RPSDQ\
2151 E. Convention Center :ay, 6uite 102
Ontario, CA 91764
909-987-5433
$WWHQWLRQ

%RUURZHU
'URP\?77(((7$/
/HQGHUVVXSSOHPHQWDOUHSRUW
The above numbered report (including any supplements or amendments thereto) is hereby modified andor supplemented in order to reflect the following additional items relating to the issuance of an A./.T.A. /oan Policy (06-17-06) form as follows

A. This report is preparatory to this issuance of an American /and Title Association loan policy of title insurance. This report discloses nothing, which would preclude the issuance of said American land title association loan policy of title insurance with endorsement no. 100 attached thereto.
%. The improvements on said land are designated as

A commercial property known as
9744 :ilshire %oulevard, in the City of %everly Hills, County of /os Angeles, 6tate of California.

C. The only conveyance(s) affecting said land recorded within 24 months of the date of this report are as follows

*rantor
1112 ,nvestment Company, //C, a California limited liability company *rantee
E-T :ilshire /inden, //C, a California limited liability company, an undivided 10 interest
Recorded
1262021 as ,nstrument 1o. 2021-138527, Official Records.

Order No. 140-2370902-20

Page 8 ends

$WWHQWLRQ
Please note that this preliminary report now has an extra copy of the legal description on a separate sheet of paper. There are no markings on the page. The idea is to provide you with a legal description that can be attached to other documents as needed. That legal description page immediately follows this page.

Thank you for your support of 2UDQJH&RDVW7LWOH&RPSDQ\. :e hope that this makes your job a little easier.

Order No. 140-2370902-20

Page 9 ends

([KLELW³$´
/ots 38 and 39 of Tract 1o. 6648, in the City of %everly Hills, in the County of /os Angeles, 6tate of California, as per Map recorded in %ook 71, Page 48 of Maps, in the Office of the County Recorder of said County.

Order No. 140-2370902-20

Page 10 ends

&/7$3UHOLPLQDU\5HSRUW)RUP±([KLELW%


&/7$67$1'$5'&29(5$*(32/,&<±


(;&/86,216)520&29(5$*( The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys fees or expenses which arise by reason of

1. (a) Any law, ordinance or governmental regulation (including but not limited to building or ]oning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating (i) the occupancy, use, or enjoyment of the land (ii) the character, dimensions or location of any improvement now or hereafter erected on the land (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien, or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereofhas been recordedinthe public records at Date of Policy, but not excluding from coverage any taking whichhas occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge.

3. Defects, liens, encumbrances, adverse claims or other matters (a) whether or not recorded in the public records at Date of Policy, but created, suffered, assumed or agreed to by the insured claimant (b) not known to the
Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy (c) resulting in no loss or damage to the insured claimant (d) attaching or created subseTuent to Date of Policy
or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy.

4. 8nenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subseTuent owner of the indebtedness, to comply with the applicable doing business laws of the state in which the land is situated.

5. ,nvalidity or unenforceability of the lien of the insured mortgage, or claimthereof,which arises out of the transaction evidencedbythe insured mortgage andis based upon usury or any consumer credit protection or truth in lending law.

6. Any claim, which arises out of the transaction vesting in the insured the estate of interest insured by this policy or the transaction creating the interest of the insured lender, by reason of the operation of federal bankruptcy, state insolvency or similar creditors
rights laws.
(;&(37,216)520&29(5$*(6&+('8/(%3$57, This policy does not insure against loss or damage (and the Company will not pay costs, attorneys fees or expenses) which arise by reason of

1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records.

4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records.

5. (a) 8npatented mining claims
(b) reservations or exceptions in patents or in Acts authori]ing the issuance thereof (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the public records.

6. Any lien or right to a lien for services, labor or material not shown by the public records. &/7$$/7$+20(2:1(5
632/,&<2)7,7/(,1685$1&(


(;&/86,216 ,n addition to the Exceptions in 6chedule %, <ou are not insured against loss, costs, attorneys fees, and expenses resulting from

1. *overnmental police power, and the existence or violation of those portions of any law or government regulation concerning a.building, b. ]oning, c.land use d. improvements on the /and, e.land division and ,f.
environmental protection. This Exclusion does not limit the coverage described in Covered Risk 8.a., 14, 15, 16, 18, 19, 20, 23 or 27.

2. The failure of <our existing structures, or any part of them, to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15.

3. The right to take the /and by condemning it. This Exclusion does not limit the coverage described in Covered Risk 17.

4. Risks
a. that are created, allowed, or agreed to by <ou, whether or not they recorded in the Public Records b. that are .nown to <ou at the Policy Date, but not to 8s, unless they are recorded in the Public Records at the Policy Date
c. that result in no loss to <ou
or d. that first occur after the Policy Date - this does not limit the coverage described in Covered Risk 7, 8.e, 25, 26, 27, or 28.

5. Failure to pay value for <our Title.

6. /ack of a right
a. to any land outside the area specifically described and referred to in paragraph 3 of 6chedule A and b. in streets, alleys, or waterways that touch the /and. This Exclusion does not limit the coverage described in Covered Risk 11 or 21.

7. The transfer of the Title to <ou is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy, state insolvency, or similar creditors¶ rights laws. /,0,7$7,21621&29(5('5,6.6 <our insurance for the following Covered Risks is limited on the Owner¶s Coverage 6tatement as follows ‡ For Covered Risk 16, 18, 19, and 21 <our Deductible Amount and Our Maximum Dollar /imit of /iability shown in 6chedule A. The deductible amounts and maximum dollar limits shown on 6chedule A are as follows

<our Deductible Amount Our Maximum Dollar /imit of /iability &RYHUHG5LVN
RI3ROLF\$PRXQWVKRZQLQ6FKHGXOH$RU
ZKLFKHYHULVOHVV

&RYHUHG5LVN
RI3ROLF\$PRXQWVKRZQLQ6FKHGXOH$RU
ZKLFKHYHULVOHVV

&RYHUHG5LVN

RI3ROLF\$PRXQWVKRZQLQ6FKHGXOH$RU
ZKLFKHYHULVOHVV

&RYHUHG5LVN
RI3ROLF\$PRXQWVKRZQLQ6FKHGXOH$RU
ZKLFKHYHULVOHVV

$/7$5(6,'(17,$/7,7/(,1685$1&(32/,&<


(;&/86,216 ,n addition to the Exceptions in 6chedule %, you are not insured against loss, costs, attorneys fees, and expenses resulting from

1. *overnmental police power, and the existence or violation of any law or government regulation. This includes building and ]oning ordinances and also laws and regulations concerning

land use
improvements on the land
land division
environmental protection. This exclusion does not apply to violations or the enforcement of these matters which appear in the public records at Policy Date. This exclusion does not limit the ]oning coverage described in ,tems 12 and 13 of Covered Title Risks. 2. The right to take the land by condemning it, unless

a notice of exercising the right appears in the public records on the Policy Date
the taking happened prior to the Policy Date and is binding on you if you bought the land without knowing of the taking

3. Title Risks

that are created, allowed, or agreed to by you
that are known to you, but not to us, on the Policy Date -- unless they appeared in the public records that result in no loss to you
that first affect your title after the Policy Date -- this does not limit the labor and material lien coverage in ,tem 8 of Covered Title Risks 4. Failure to pay value for your title.

5. /ack of a right

to any land outside the area specifically described and referred to in ,tem 3 of 6chedule A OR in streets, alleys, or waterways that touch your land. This exclusion does not limit the access coverage in ,tem 5 of Covered Title Risks.
$/7$/2$132/,&<


(;&/86,216)520&29(5$*(
The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys fees or expenses which arise by reason of

1. (a) Any law, ordinance or governmental regulation (including those relating to building and ]oning) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land (ii) the character,
dimensions or location of any improvement erected on the /and (iii) the subdivision of land
or (iv) environmental protection
or the effect of any violation of these laws, ordinances or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5.

2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.

3. Defects, liens, encumbrances, adverse claims or other matters (a)created, suffered, assumed or agreed to by the ,nsured Claimant (b)not known to the Company, not recorded in the public records at Date of Policy, but known to the ,nsured Claimant and not disclosed in writing to the Company by the ,nsured Claimant prior to the date the ,nsured Claimant became an ,nsured under this policy (c) resulting in no loss or damage to
the ,nsured Claimant
(d) attaching or created subseTuent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 13 or 14) or(e) resulting in loss or damage that would not
have been sustained if the ,nsured Claimant had paid value for the ,nsured Mortgage.

4. 8nenforceability of the lien of the ,nsured Mortgage because of the inability or failure of an ,nsured to comply with applicable doing-business laws of the state in which the /and is situated.

5. ,nvalidity or unenforceability in whole or in part of the lien of the ,nsured Mortgage that arises out of the transaction evidenced by the ,nsured Mortgage and is based upon usury or any consumer credit protection or truth in lending law.

6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors¶ rights laws, that the transaction creating the lien of the ,nsured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy.

7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the ,nsured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b)

(;&(37,216)520&29(5$*(
This policy does not insure against loss or damage (and the Company will not pay costs, attorneys fees or expenses) that arise by reason of

1.(a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records (b) proceedings by a public agency that may
result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records.

2.Any facts, rights, interests or claims which are not shown by the Public Records but that could be ascertained by an inspection of the /and or that may be asserted by persons in possession of the /and.

3.Easements, liens or encumbrances, or claims thereof, not shown by the Public Records.

4.Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the /and and not shown by the Public Records.

5.(a) 8npatented mining claims
(b) reservations or exceptions in patents or in Acts authori]ing the issuance thereof (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the Public Records.

6. Any lien or right to a lien for services, labor or material not shown by the public records. $/7$2:1(5¶632/,&<


(;&/86,216)520&29(5$*(
The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys fees, or expenses that arise by reason of

Order No. 140-2370902-20

Page 11 ends

1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and ]oning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the /and
(ii)
the character, dimensions, or location of any improvement erected on the /and (iii) the subdivision of land
or (,9) environmental protection
or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6.

2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.

3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the ,nsured Claimant (b) not .nown to the Company, not recorded in the Public Records at Date of Policy, but .nown to the ,nsured Claimant and not disclosed in writing to the Company by the ,nsured Claimant prior to the date the ,nsured Claimant became an ,nsured under this policy (c) resulting in no loss or
damage to the ,nsured Claimant
(d) attaching or created subseTuent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10) or (e) resulting in loss or
damage that would not have been sustained if the ,nsured Claimant had paid value for the Title.

4. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors¶ rights laws, that the transaction vesting the Title as shown in 6chedule A, is (a) a fraudulent conveyance or fraudulent transfer
or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy.

5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in 6chedule A.

The above policy form may be issued to afford either 6tandard Coverage or Extended Coverage. ,n addition to the above Exclusions from Coverage, the Exceptions from Coverage in a 6tandard Coverage policy will also include the following Exceptions from Coverage

(;&(37,216)520&29(5$*(
This policy does not insure against loss or damage (and the Company will not pay costs, attorneys¶ fees or expenses) that arise by reason of

1. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records (b) proceedings by a public agency
that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records.

2. Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an inspection of the /and or that may be asserted by persons in possession of the /and.

3. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records.

4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the /and and that are not shown by the Public Records.

5. (a) 8npatented mining claims
(b) reservations or exceptions in patents or in Acts authori]ing the issuance thereof (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records.

6. Any lien or right to a lien for services, labor or material not shown by the public records. $/7$(;3$1'('&29(5$*(5(6,'(17,$//2$132/,&<


(;&/86,216)520&29(5$*(
The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys fees or expenses which arise by reason of

1. (a) Any law, ordinance, permit, or governmental regulation (including but not limited to building and ]oning) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the /and (ii) the
character, dimensions or location of any improvement erected on the /and (iii) the subdivision of the land
or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risks 5, 6, 13(c), 13(d), 14, and 16.(b) Any governmental police power. This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risks 5, 6, 13(c), 13(b), 14, and 16.

2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8.

3. Defects, liens, encumbrances, adverse claims or other matters (a) created, suffered, assumed or agreed to by the ,nsured Claimant (b) not .nown to the Company, not recorded in the Public Records at Date of Policy, but .nown to the ,nsured Claimant and not disclosed in writing to the Company by the ,nsured Claimant prior to the date the ,nsured Claimant became an ,nsured under this policy (c) resulting in no loss or
damage to the ,nsured Claimant
(d) attaching or created subseTuent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risks 11, 16, 17, 18, 19, 20, 21, 22, 23, 24, 27 or 26)

or (e)resulting in loss or damage which would not have been sustained if the ,nsured Claimant had paid value for the ,nsured Mortgage.

4. 8nenforceability of the lien of the ,nsured Mortgage because of the inability or failure of the ,nsured to comply with applicable doing-business laws of the state in which the /and is situated.

5. ,nvalidity or unenforceability in whole or in part of the lien of the ,nsured Mortgage that arises out of the transaction evidenced by the ,nsured Mortgage and is based upon usury, or any consumer credit protection or truth in lending law. This Exclusion does not modify or limit the coverage provided in Covered Risk 26.

6. Any claim of invalidity, unenforceability or lack of priority of the lien of the ,nsured Mortgage as to Advances or modifications made after the ,nsured has .nowledge that the vestee shown in 6chedule A is no longer the owner of the estate or interest covered by this policy. This Exclusion does not modify or limit the coverage provided in Covered Risk 11.

7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching subseTuent to Date of Policy in accordance with applicable building codes. This Exclusion does not modify or limit the coverage provided in Covered Risk 5 or 6..

8. The failure of the residential structure, or any portion of it, to have been constructed before, on or after Date of Policy in accordance with applicable building codes. This Exclusion does not modify or limit the coverage provided in Covered Risk 5 or 6.

9. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors¶ rights laws, that the transaction creating the lien of the ,nsured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 27(b) of this policy.

Order No. 140-2370902-20

Page 12 ends

2UDQJH&RDVW7LWOH&RPSDQ\
35,9$&<32/,&<
:H$UH&RPPLWWHGWR6DIHJXDUGLQJ&XVWRPHU,QIRUPDWLRQ
,n order to better serve your needs now and in the future, we may ask you to provide us with certain information. :e understand that you may be concerned about what we will do with such information ± particularly any personal or financial information. :e agree that you have a right to know how we will utili]e the personal information that you provide to us. Therefore, we have adopted this Privacy Policy to govern the use and handling of your personal information. $SSOLFDELOLW\
This Privacy Policy governs our use of the information which you provide to us. ,t does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity.
7\SHVRI,QIRUPDWLRQ
Depending upon which of our services you are utili]ing, the types of nonpublic personal information that we may collect include

x ,nformation we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means.
x ,nformation we receive from providers of services to us, such as appraisers, appraisal management companies, real estate agents and brokers and insurance agencies (this may include the appraised value, purchase price and other details about the property that is the subject of your transaction with us). x ,nformation about your transactions with us, our Affiliated Companies, or others and
x ,nformation we receive from a consumer reporting agency. <RXU&DOLIRUQLD5LJKWV
LPPHGLDWHO\IROORZLQJWKLV3ULYDF\3ROLF\
RU\RXPD\YLVLWRXUZHEVLWHDW
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ZZZWLWOHDGYDQWDJHFRPSULYDF\SROLF\KWPRUFDOOWROOIUHHDW 
2QO\DSSOLHVWR&$

UHVLGHQWV
8VHRI,QIRUPDWLRQ
:e reTuest information from you for our own legitimate business purposes and not for benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except (1) as necessary for us to provide the product or service you have reTuested of us
or (2) as permitted by law. :e may, however, store such information indefinitely, including the period after which any customer relationship has ceased. 6uch information may be used for any internal purpose, such as Tuality control efforts or customer analysis.
)RUPHU&XVWRPHUV
(YHQLI\RXDUHQRORQJHURXUFXVWRPHURXU3ULYDF\3ROLF\ZLOOFRQWLQXHWRDSSO\WR\RX &RQILGHQWLDOLW\DQG6HFXULW\
:e will use our best efforts to ensure that no unauthori]ed parties have access to any of your information. :e restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. :e will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy. :e currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. 2WKHU,PSRUWDQW,QIRUPDWLRQ
:e reserve the right to modify or supplement this Privacy Policy at any time. ,f our Privacy Policy changes, we will provide the new Privacy Policy before the new policy becomes effective. /ast Revision 12262019
Effective on 1012020
Order No. 140-2370902-20

Page 13 ends

<our California Rights
,I\RXDUHD&DOLIRUQLDUHVLGHQW\RXPD\KDYHFHUWDLQULJKWVXQGHU&DOLIRUQLDODZLQFOXGLQJEXWQRWOLPLWHGWR WKH&DOLIRUQLD&RQVXPHU3ULYDF\$FW
&&3$
$OOSKUDVHVXVHGKHUHLQVKDOOKDYHWKHVDPHPHDQLQJDVWKRVH SKUDVHVXVHGXQGHUUHOHYDQW&DOLIRUQLDODZLQFOXGLQJEXWQRWOLPLWHGWRWKH&&3$ 5LJKWWR.QRZ
<ou have the right to know

x The categories of personal information we have collected about or from you

x The categories of sources from which we collected your personal information

x The business or commercial purpose for collecting or sharing your personal information

x The categories of third parties with whom we have shared your personal information and
x The specific pieces of your personal information we have collected. 3UoFess to 6ubmit a 5eTuest To submit a verified reTuest for this information you may visit our website at https
www.titleadvantage.comprivacypolicy.htm or call toll-free at (866) 241-7373. <ou may also designate an authori]ed agent to submit a reTuest on your behalf by visiting our website https www.titleadvantage.comprivacypolicy.htm or calling toll-free at (866) 241-7373 and then also submitting written proof of such authori]ation via e-mail to dataprivacy#octitle.com. 9eUiIiFation 0ethod ,n order to ensure your personal information is not disclosed to unauthori]ed parties, and to protect against fraud, we will verify your identity before responding to your reTuest. To verify your identity, we will generally match the identifying information provided in your reTuest with the information we have on file about you. Depending on the sensitivity of the personal information reTuested, we may also utili]e more stringent verification methods to verify your identity, including but not limited to reTuesting additional information from you andor reTuiring you to sign a declaration under penalty of perjury. 5LJKWRI'HOHWLRQ
<ou have a right to reTuest that we delete the SHUVRQDOLQIRUPDWLRQ we have collected from or about you. 3UoFess to 6ubmit a 5eTuest To submit a verified reTuest to delete you information you may visit our website at https
www.titleadvantage.comprivacypolicy.htm or call toll-free at (866) 241-7373. <ou may also designate an authori]ed agent to submit a reTuest on your behalf by clicking here or calling toll-free at (866) 241-7373 and then also submitting written proof of such authori]ation via e-mail to dataprivacy#octitle.com.
9eUiIiFation 0ethod ,n order to ensure we do not inadvertently delete your SHUVRQDOLQIRUPDWLRQ based on a fraudulent reTuest, we will verify your identity before we respond to your reTuest. To verify your identity, we will generally match the identifying information provided in your reTuest with the information we have on file about you. Depending on the sensitivity of the SHUVRQDO LQIRUPDWLRQ reTuested to be deleted, we may also utili]e more stringent verification methods to verify your identity, including but not limited to reTuesting additional information from you andor reTuiring you to sign a declaration under penalty of perjury. 5LJKWWR2SW2XW
:e do not sell your SHUVRQDOLQIRUPDWLRQ to third parties, and do not plan to do so in the future. 5LJKWRI1RQ'LVFULPLQDWLRQ
<ou have a right to exercise your rights under the CCPA without suffering discrimination. Accordingly, OC Title family of Companies will not discriminate against you in any way if you choose to exercise your rights under the CCPA. &DOLIRUQLD0LQRUV
,f you are a California resident under the age of 18, California %usiness and Professions Code † 22581 permits you to reTuest and obtain removal of content or information you have publicly posted on any of our Applications or :ebsites. To make such a reTuest, please send an email with a detailed description of the specific content or information to dataprivacy#octitle.com. Please be aware that such a reTuest does not ensure complete or comprehensive removal of the content or information you have posted and there may be circumstances in which the law does not reTuire or allow removal even if reTuested. &ROOHFWLRQ1RWLFH
The following is a list of the categories of SHUVRQDOLQIRUPDWLRQ we may have collected about California residents in the twelve months preceding the date this Privacy 1otice was last updated, including the business or commercial purpose for said collection, the Order No. 140-2370902-20

Page 14 ends

categories of sources from which we may have collected the SHUVRQDOLQIRUPDWLRQ, and the categories of third parties with whom we may have shared the SHUVRQDOLQIRUPDWLRQ

&DWHJRULHVRI3HUVRQDO,QIRUPDWLRQ&ROOHFWHG
The categories of SHUVRQDOLQIRUPDWLRQ we have collected include, but may not be limited to

x real name
x 6ignature
x Alias
x 661
x physical characteristics or description,
including protected characteristics
under federal or state law
x address
x telephone number
x passport number
x driver
s license number
x state identification card number
x ,P address
x policy number
x file number
x employment history
x bank account number
x credit card number
x debit card number
x financial account numbers
x commercial information
x professional or employment
information
&DWHJRULHVRI6RXUFHV
Categories of sources from which we
ve collected SHUVRQDOLQIRUPDWLRQ include, but may not be limited to

x the consumer directly
x public records
x governmental entities
x non-affiliated third parties
x affiliated third parties
%XVLQHVV3XUSRVHIRU&ROOHFWLRQ
The business purposes for which we
ve collected SHUVRQDOLQIRUPDWLRQ include, but may not be limited to

x completing a transaction for our Products
x verifying eligibility for employment
x facilitating employment
x performing services on behalf of affiliated and non-affiliated third parties x protecting against malicious, deceptive, fraudulent, or illegal activity &DWHJRULHVRI7KLUG3DUWLHV6KDUHG
The categories of third parties with whom we
ve shared SHUVRQDOLQIRUPDWLRQ include, but may not be limited to

x service providers
x government entities
x operating systems and platforms x non-affiliated third parties x affiliated third parties
6DOH1RWLFH
:e have not sold the SHUVRQDOLQIRUPDWLRQ of California residents to any third party in the twelve months preceding the date this Privacy 1otice was last updated, and we have no plans to sell such information in the future. :e also do not, and will not sell the SHUVRQDOLQIRUPDWLRQ of minors under sixteen years of age without affirmative authori]ation. 'LVFORVXUH1RWLFH
The following is a list of the categories of SHUVRQDOLQIRUPDWLRQ of California residents we may have disclosed for a business purpose in the twelve months preceding the date this Privacy 1otice was last updated. x real name
x 6ignature
x Alias
x 661
x physical characteristics or description,
including protected characteristics
under federal or state law
x telephone number
x passport number
x driver
s license number
x state identification card number
x ,P address
x policy number
x file number
x bank account number
x credit card number
x debit card number
x financial account numbers
x commercial information
x professional or employment
information
Order No. 140-2370902-20

Page 15 ends

x address x employment history
,f you have any Tuestions andor comments you may contact us

&DOO8Vat our toll free number (866) 241-7373
(PDLO8V at dataprivacy#octitle.com
Mail

Orange Coast Title
Attn
Privacy Officer
1551 1. Tustin Ave., 6te. 300
6anta Ana, CA 92705
Effective on 112019
Revised on 12232019 \actEnd@
Order No. 140-2370902-20

Page 16 ends

Orange Coast Title Company
2151 E. Convention Center :ay, 6uite 102
Ontario, CA 91764
909-987-5433
2:1(5¶6$)),'$9,7
6tate of BBBBBBBBBBBBBBBBBB ` 6.6. Order 1o.
140-2370902-20
County of BBBBBBBBBBBBBBBBBBB
The undersigned, BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB, (owner¶s name) being first duly sworn, depose and say as follows

1. That the undersigned isare the owner(s) of certain real property situated in the City of %everly Hills, County of /os Angeles and 6tate of California, commonly known as 9744 :ilshire %oulevard and more particularly described in 6chedule “A” attached hereto (the “Property”)

2. That within the last ninety (90) days, including the date hereof, no person, firm or corporation has furnished any labor, services or materials in connection with the construction or repair of any buildings, fixtures or improvements on the Property, E;CEPT (if work has been performed or materials furnished within the last (90) days, please explain fully and state whether payment for the same has been made in full)
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.

3. That there are no present tenants, lessees or other parties in possession or who have a right to possession of said Property, E;CEPT
(if none, state “1one”) BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.

4. That the undersigned hashave no knowledge of any taxes or special assessments which are not shown as existing liens by the public records other than as follows
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.

5. That the taxes for ,nstallment BBB of fiscal year BBBBBB are paid. ,nstallment BBB of fiscal year BBBBBB is not yet due.

6. That the undersigned hashave no knowledge of, nor hashave the undersigned created, any violations of any covenants, restrictions, agreements, conditions or ]oning ordinances affecting the Property.

7. That Property is free of all liens, taxes, encumbrances and claims of every kind, nature and description whatsoever, except for the following mortgages or deeds of trust

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB and except for real estate and personal property taxes for ,nstallment BBB of fiscal year BBBBBB and subseTuent years.

8. That there are no mechanic¶s, materialmen¶s or laborer¶s liens against the above described Property, nor is any party entitled to assert any mechanic¶s, materialmen¶s or laborer¶s liens against the Property.

9. That there are no unrecorded leases or agreements affecting the Property, other than the Agreement of 6ale between the undersigned and BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB as purchasers of the Property dated BBBBBBBBBBBBBBB.

10. That there are no open, unexercised options to purchase or rights of first refusal to purchase the Property.

11. That no judgment or decree has been entered in any court of this 6tate or the 8nited 6tates against the undersigned and which remain unsatisfied, E;CEPT BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.

12. The undersigned further state(s) that heshethey are each familiar with the nature of an oath and with the penalties under the
laws of the state for making false statements in any instruments of this nature. The undersigned further certify(ies) that they have read, this affidavit, or have had it read to them, and understand its context.

13. That ,:E have made this Affidavit for the purpose of inducing Orange Coast Title Company to issue one or more policy(ies) of title insurance insuring interests in the Property, and that said title company is relying on the statements set forth in this Affidavit in issuing said policies, free and harmless from and against any and all actions, causes, of action, loss, cost, expense, or damages that may be brought against or suffered or incurred by Orange Coast Title Company or its underwriters, in relying Order No. 140-2370902-20

Page 17 ends

on the truth and accuracy of the statements contained herein. %y

1ame

%y

1ame

A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document. 6tate of BBBBBBBBBBBBBBBBBBB ` 6.6. County of BBBBBBBBBBBBBBB On BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB, before me, BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB, personally appeared BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribed to the within instrument and acknowledged to me that heshethey executed the same in hishertheir authori]ed capacity(ies), and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed this instrument.
, certify under PE1A/T< OF PER-8R< under the laws of the 6tate of California that the foregoing paragraph is true and correct.
:,T1E66 M< HA1D and OFF,C,A/ 6EA/
6ignature

BBBBBBBBBBBBBBBBBBBBBBBBBBBB
(1otary 6eal)
Order No. 140-2370902-20

Page 18 ends

([KLELW³$´
/ots 38 and 39 of Tract 1o. 6648, in the City of %everly Hills, in the County of /os Angeles, 6tate of California, as per Map recorded in %ook 71, Page 48 of Maps, in the Office of the County Recorder of said County.

Order No. 140-2370902-20

Page 19 ends

Orange Coast Title Company
2151 E. Convention Center :ay, 6uite 102
Ontario, CA 91764
909-987-5433
'(&/$5$7,212)2&&83$1&<

/RDQ7UDQVDFWLRQ

The undersigned, BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB, (owner¶s name) depose(s) and say(s) as follows

1. The undersigned isare the owner(s) of certain real property situated in the City of %everly Hills, County of /os Angeles and 6tate of California, commonly known as 9744 :ilshire %oulevard, herein referred to as “Property”

2. The undersigned isare obtaining a loan from BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB to be secured by a Deed of Trust against the Property, which is the subject of this transaction.

3. The undersigned currently occupy the Property as the undersigned¶s principal address, and intend to continue to occupy the same as the undersigned¶s principal residence following the close of this transaction.

4. The undersigned understand(s) that Orange Coast Title Company is relying on this information in calculating the recording fees for all real estate instruments, papers, and notices recorded in connection with this transaction in accordance with &DOLIRUQLD*RYHUQPHQW&RGH† D


.

5. The undersigned agree(s) to indemnify and hold Orange Coast Title Company harmless from and against, and to pay any additional recording fees andor penalties arising out of, or in connection with, the inaccuracy of the information set forth herein.

The undersigned declare(s) under penalty of perjury under the laws of the 6tate of California that the foregoing is true and correct, and that this Declaration was executed on BBBBBBBBBBBBB, at BBBBBBBBBBBBBBBBBBBBBB, BBBBBBBBBBB.
%y
%y

1ame
1ame

Order No. 140-2370902-20

Page 20 ends

CERTIFICATION OF TRUST
38568$1772&$/,)251,$352%$7(&2'(6(&7,21
I (We) BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB , trustee(s) confirm the following facts:

1. The BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB (Name of Trust) is currently in existence and was created on BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB (Date of Creation of Trust).

2. The Trust was amended on BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB (or enter “No Amendments”)

3. The settler(s) of the trust are as follows: BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

4. The currently acting trustee(s) of the trust is (are):

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

5. The power of the trustee(s) includes:
(a) The powers to sell, convey and exchange > @ YES > @ NO (check one) (b) The powers to borrow money and encumber the trust property with a deed of trust or mortgage > @ YES > @ NO (check one)

6. The trust is: (check the applicable box)
(a) revocable > @;
(b) irrevocable > @ and the following party (ies), if any, is (are) identified as having the power to revoke the trust:

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

7. The trust: (check the applicable box)
(a) does have multiple trustees > @;
(b) does not have multiple trustees > @; If the trust has multiple trustees, the signatures of all the trustees or of any BBBBBBBBBBB of the trustees is required to exercise the powers of the trust.

8. The trust identification number is as follows: BBBBBBBBBBBBBBBBBB (Social Security No./Employee ID)

9. Title to trust assets shall be taken in the following fashion:

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB The undersigned trustee(s) hereby declare(s) that the trust has not been revoked, modified, or amended in any manner, which would cause the representations, contained herein to be incorrect. The certification is being signed by all currently acting trustee(s) and is being executed in conformity with the provision of California Probate Code Section 18100.5, Chapter 530, Statutes of 1993.

Document Date: BBBBBBBBBBBBBBBBBBBBBBBBB
by: BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB by: BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document.

State of California
County of BBBBBBBBBBBBBBB ` S.S.

On BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB, before me, BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB, personally appeared BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribed to the within instrument and acknowledged to me that heshethey executed the same in hishertheir authori]ed capacity (ies), and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed this instrument.
, certify under PE1A/T< OF PER-8R< under the laws of the 6tate of California that the foregoing paragraph is true and correct.
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6ignature

BBBBBBBBBBBBBBBBBBBBBBBBBBBB
(1otary 6eal)

TRANSPORTATION IMPACT ANALYSIS
129 LINDEN
City of Beverly Hills, California
July 31, 2023
Prepared for:
9300 WILSHIRE FEE LLC
9744 Wilshire Boulevard, Suite 203
Beverly Hills, CA 90212
LLG Ref. 1-2a3-4565-1
Prepared by: Under the Supervision of:

Jason A. Shender, AICP David S. Shender, P.E.

Transportation Planner III Principal
600 S. Lake Avenue
Suite 500
Pasadena, CA 91106
626.796.2322 T
626.792.0941 F
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-23-4565-1 129 Linden
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TABLE OF CONTENTS

SECTION PAGE

1.0 Introduction ................................................................................................................................ 1

1.1 Study Area .......................................................................................................................... 3

2.0 Project Description .................................................................................................................... 4

2.1 Site Location ....................................................................................................................... 4

2.2 Existing Project Site ........................................................................................................... 4

2.3 Project Description ............................................................................................................. 4

3.0 Site Access and Circulation ...................................................................................................... 7

3.1 Existing Vehicular Site Access .......................................................................................... 7

3.2 Vehicular Project Site Access ............................................................................................ 7

4.0 Existing Street System ............................................................................................................... 8

4.1 Regional Highway System ................................................................................................ 8

4.2 Local Roadway System ..................................................................................................... 8

4.3 Roadway Descriptions ....................................................................................................... 8

4.4 Public Transit Services ....................................................................................................... 11

4.5 Active Transportation ........................................................................................................14

5.0 Vehicle Miles Traveled Assessment ........................................................................................ 15

5.1 Introduction ........................................................................................................................ 15

5.2 VMT Screening Criteria .................................................................................................... 15

5.2.1 Project Type Screening ......................................................................................... 15

5.2.2 Low VMT Area Screening.................................................................................... 16

5.2.3 Transit Priority Area Screening ............................................................................ 16

5.3 Summary of Project VMT Analysis .................................................................................. 18

5.4 Summary of Cumulative Impacts ...................................................................................... 19

6.0 Traffic Counts ............................................................................................................................ 20

7.0 Cumulative Development Projects .......................................................................................... 25

7.1 Related Projects .................................................................................................................. 25

7.2 Ambient Traffic Growth Factor ......................................................................................... 25

8.0 Traffic Forecasting Methodology ............................................................................................ 32

8.1 Project Traffic Generation ................................................................................................. 32

8.2 Project Traffic Distribution and Assignment .................................................................... 33

9.0 Traffic Operations Analysis Methodology ............................................................................. 41

9.1 Intersection Operations Criteria ......................................................................................... 41

9.2 Traffic Operations Analysis Scenarios .............................................................................. 42 LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-23-4565-1 129 Linden
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TABLE OF CONTENTS (continued)

SECTION PAGE

10.0 Traffic Analysis .......................................................................................................................... 43

10.1 Existing Conditions ............................................................................................................ 43

10.1.1 Existing Conditions ............................................................................................... 43

10.1.2 Existing with Project Conditions .......................................................................... 43

10.2 Future Conditions ............................................................................................................... 43

10.2.1 Future Cumulative Baseline Conditions ............................................................... 43

10.2.2 Future Cumulative with Project Conditions ......................................................... 43

11.0 Residential Street Segment Analysis ....................................................................................... 58

12.0 Project Transportation Demand Management and Trip Reduction Measures ............... 62

13.0 Conclusions ................................................................................................................................. 65

LIST OF FIGURES
SECTION—FIGURE # PAGE
1–1 Vicinity Map ............................................................................................................................. 2 2–1 Aerial Photograph of Existing Project Site ............................................................................. 5 2–2 Project Site Plan ........................................................................................................................ 6 4–1 Existing Lane Configurations .......................................................................................... 9 4–2 Existing Public Transit Routes ................................................................................................. 13 5–1 City of Beverly Hills Residential VMT Screening Map ........................................................ 17 6–1 Existing Traffic Volumes – Weekday AM Peak Hour ........................................................... 21 6–2 Existing Traffic Volumes – Weekday MD Peak Hour ........................................................... 22 6–3 Existing Traffic Volumes – Weekday PM Peak Hour ............................................................ 23 6–4 Existing Traffic Volumes – SAT Peak Hour .......................................................................... 24 7–1 Location of Related Projects .................................................................................................... 27 7–2 Related Projects Traffic Volumes – Weekday AM Peak Hour .............................................. 28 7–3 Related Projects Traffic Volumes – Weekday MD Peak Hour .............................................. 29 7–4 Related Projects Traffic Volumes – Weekday PM Peak Hour .............................................. 30 7–5 Related Projects Traffic Volumes – SAT Peak Hour ............................................................. 31 8–1 Project Trip Distribution .......................................................................................................... 36 8–2 Net New Project Traffic Volumes – Weekday AM Peak Hour ............................................. 37 8–3 Net New Project Traffic Volumes – Weekday MD Peak Hour ............................................. 38 LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-23-4565-1 129 Linden
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TABLE OF CONTENTS (continued)
LIST OF FIGURES (continued)
SECTION—FIGURE # PAGE
8–4 Net New Project Traffic Volumes – Weekday PM Peak Hour .............................................. 39 8–5 Net New Project Traffic Volumes – SAT Peak Hour ............................................................. 40 10–1 Existing with Project Traffic Volumes – Weekday AM Peak Hour ...................................... 45 10–2 Existing with Project Traffic Volumes – Weekday MD Peak Hour ...................................... 46 10–3 Existing with Project Traffic Volumes – Weekday PM Peak Hour ...................................... 47 10–4 Existing Plus Project Traffic Volumes – SAT Peak Hour ...................................................... 48 10–5 Future Cumulative Baseline Traffic Volumes – Weekday AM Peak Hour .......................... 49 10–6 Future Cumulative Baseline Traffic Volumes – Weekday MD Peak Hour .......................... 50 10–7 Future Cumulative Baseline Traffic Volumes – Weekday PM Peak Hour ........................... 51 10–8 Future Cumulative Baseline Traffic Volumes – SAT Peak Hour .......................................... 52 10–9 Future Cumulative with Project Traffic Volumes – Weekday MD Peak Hour .................... 54 10–10 Future Cumulative with Project Traffic Volumes – Weekday MD Peak Hour .................... 55 10–11 Future Cumulative with Project Traffic Volumes – Weekday PM Peak Hour ..................... 56 10–12 Future Cumulative with Project Traffic Volumes – Saturday MD Peak Hour ..................... 57

LIST OF TABLES
SECTION—TABLE # PAGE
4–1 Existing Public Transit Routes ................................................................................................. 12 7–1 Related Projects List and Trip Generation .............................................................................. 26 8–1 Project Trip Generation .................................................................................................... 34 9–1 City of Beverly Hills Signalized Intersection Operations Criteria ......................................... 41 10–1 Control Delays and Levels of Service Summary .................................................................... 44 11–1 City of Beverly Hills Local Residential Street Operations Criteria ....................................... 58 11–2 Residential Street Segment Analysis Summary – Average Daily Traffic ............................ 59 11–3 Residential Street Segment Analysis Summary – Peak Hours .............................................. 60 LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-23-4565-1 129 Linden
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TABLE OF CONTENTS (continued)

APPENDICES

APPENDIX
A. Manual Traffic Count Data
B. HCM and Levels of Service Explanation
HCM Data Worksheets – Weekday AM, MD, and PM Peak Hours and SAT Peak Hour LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-23-4565-1 129 Linden
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TRANSPORTATION IMPACT ANALYSIS
129 LINDEN
City of Beverly Hills, California
July 31, 2023

1.0 INTRODUCTION
This Transportation Impact Analysis (“TIA”) has been conducted to identify and evaluate the potential transportation impacts of the proposed 129 Linden project (“Project”) located at 125- 129 S. Linden Drive (“Project Site”) in the City of Beverly Hills. The Project Site is generally bounded by a public alley to the north and west, a multi-family residential property to the south, and Linden Drive to the east. The Project Site location and general vicinity are shown in Figure 1–1.

The transportation analysis follows City of Beverly Hills (“City) Resolution No. 19011

(“Resolution”). In compliance with the California Environmental Quality Act (“CEQA”), the City’s Resolution identifies vehicle miles traveled (“VMT”) as the primary metric for evaluating a project’s transportation impacts. In addition, the City’s Resolution requires that land use projects continue to perform a Level of Service (“LOS”) analysis to inform decision makers on the overall transportation effects of a project. Per Exhibit B of the Resolution, the LOS analysis should be prepared in a Local Transportation Assessment in accordance with the City’s Local Transportation Assessment Guidelines2 (“Local TAG”). This TIA provides a VMT assessment for the Project and evaluates potential changes to operations due to Project-related traffic at five key intersections in the vicinity of the Project Site. Per the City’s Local TAG, the Highway Capacity Manual3
(“HCM”) method was used to determine average control delays and corresponding LOS at the study intersections. In addition, a review of operations with the addition of Project-related traffic on local residential street segments was prepared for two residential street segments in the vicinity of the Project Site. Finally, a review of the transportation demand management (“TDM”) measures required for the Project was prepared.

This study (i) presents a VMT assessment for the proposed Project in accordance with Senate Bill 743 (“SB 743”), (ii) presents existing traffic volumes, (iii) includes existing traffic volumes with the forecast net new traffic volumes from the proposed Project, (iv) forecasts future cumulative baseline traffic volumes, (v) forecasts future traffic volumes with the proposed Project, and (vi) determines future operations at the study intersections with Project-related traffic.

1 Resolution No. 1901, City of Beverly Hills, October 2019. 2 Local Transportation Assessment Guidelines, City of Beverly Hills, October 2019. 3 Highway Capacity Manual 6th Edition, Transportation Research Board of the National Academies of SciencesEngineering-Medicine, 2016. -1-
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1.1 Study Area
The VMT assessment criteria for this transportation analysis was determined in consultation with City staff, as well as the City’s CEQA Thresholds of Significance4 (“VMT Guidelines”) outlined in Exhibit A of the Resolution. Additionally, five study intersections have been identified for evaluation during the weekday morning (“AM”), midday (“MD”), and afternoon (“PM”) commuter peak hours, and the Saturday midday (“SAT”) peak hour. The study intersections were evaluated from 7:00 AM to 9:00 AM to determine the weekday AM peak commute hour, 11:00 AM to 1:00 PM for the weekday MD and SAT peak hours, and 4:00 PM to 6:00 PM to determine the weekday PM peak commuter hour. The five study intersections provide local access to the study area and define the extent of the boundaries for this transportation operations analysis. Further discussion of the existing street system and study area is provided in Section

4.0. The general location of the Project in relation to the study locations and surrounding street system is presented in Figure 1–1. The transportation analysis study area is generally comprised of those locations which have the greatest potential to experience traffic due to the proposed Project. In the transportation engineering practice, the study area generally includes those intersections that are:
a. Immediately adjacent or in close proximity to the Project Site; b. In the vicinity of the Project Site that are documented to have current or projected future adverse operational issues; and
c. In the vicinity of the Project Site that are forecast to experience a relatively greater percentage of Project-related vehicular turning movements (e.g., at freeway ramp intersections).

The locations selected for analysis were based on the above criteria, the peak-hour vehicle trip generation associated with the proposed Project, the anticipated distribution of Project vehicular trips, and existing intersection/corridor operations.
4 City of Beverly Hills California Environmental Quality Act (CEQA) Transportation Thresholds, City of Beverly Hills, October 2019.
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2.0 PROJECT DESCRIPTION

2.1 Site Location
The Project Site is located at 125-129 S. Linden Drive in the City. The Project Site is comprised of two legal lots, assigned Assessor Parcel Numbers (“APNs”) 4328-009-007 and 4328-009-021.

The Project Site is generally bounded by a public alley to the north and west, a multi-family residential property to the south, and Linden Drive to the east. The Project Site location and general vicinity are shown in Figure 1–1.

2.2 Existing Project Site
The existing Project Site comprises approximately 0.5 acre and currently consists of a publicly accessible surface parking lot (APN 4328-009-007) and an unimproved vacant lot (APN 4328- 009-021). Vehicular access to the existing Project Site is provided via one driveway along the west side of Linden Drive, as well as via the public alleys abutting the Project Site to the north and west. The Project Site is highlighted in an aerial photograph presented in Figure 2–1.

2.3 Project Description
As currently proposed, the Project would remove the existing improvements on the Project Site and construct a new 19-story mixed-use development with 165 residential units (including 33 affordable housing units) and ancillary residential spaces, and 73 hotel guestrooms and ancillary spaces, including a 3,429 square-foot restaurant. The Project proposes to provide a total of 126 parking spaces within an onsite parking structure with four subterranean levels. Construction and occupancy of the proposed Project is planned to be completed by the year 2027. The site plan for the proposed Project is illustrated in Figure 2–2.

Vehicular access to the Project will be provided via the public alley abutting the Project Site to the west. Further discussion of the Project Site access and circulation schemes is provided in Section 3.0

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3.0 SITE ACCESS AND CIRCULATION
The proposed site access scheme for the Project is displayed in Figure 2–1. A description of the proposed site access and circulation scheme is provided in the following subsections.

3.1 Existing Vehicular Site Access
Vehicular access to the existing Project Site is provided via one driveway along the west side of Linden Drive, as well as via the public alleys abutting the Project Site to the north and west. It is noted that the east-west alley adjacent to the Project Site is signed for one-way eastbound travel only. For the north-south alley adjacent to the Project Site, there are no directional signage restrictions, so it is therefore assumed to accommodate two-way travel.

3.2 Vehicular Project Site Access
Vehicular access to the Project will be provided via an access point from the north-south public alley abutting the Project Site to the west. The access point will be located at the northwesterly portion of the Project Site and will provide access to the Project’s onsite parking structure.

Passenger drop-off operations related to the hotel component of the Project will also occur offstreet and within the onsite parking structure.

Vehicles bound to the Project Site will enter the east-west alley abutting the Project Site to the north from the existing access point along the west side of Spalding Drive. Vehicles will continue eastbound through the alley, make a right turn onto the north-south public alley abutting the Project Site to the west, and make a left-turn into the Project. Vehicles leaving the Project will make a right-turn onto the north-south alley, make a right-turn onto the east-west alley, and then exit onto Linden Drive via an eastbound left-turn or right-turn movement. Because the north-south alley located south of the Project Site is relatively narrow, no Project-related trips are assumed to use the portion of the north-south alley located south of the Project Site. -7-
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4.0 EXISTING STREET SYSTEM

4.1 Regional Highway System
Regional access to the Project Site is provided by the I-405 (San Diego) Freeway. A brief description of the I-405 Freeway is provided in the following paragraph.

I-405 (San Diego) Freeway is a north-south freeway that extends across southern California from the Granada Hills area of the City of Los Angeles to Irvine. In the Project vicinity, five mainline freeway lanes (five mixed-flow lanes and one carpool lane) are provided in each direction on the I-405 Freeway, with auxiliary merge/weave lanes provided between some interchanges.

Northbound and southbound ramps are provided on the I-405 Freeway at Santa Monica Boulevard in the Project vicinity, which are located approximately three miles west of the Project Site.

4.2 Local Roadway System
The following study intersections were selected for analysis of potential changes in operations due to the proposed Project:

1. N. Santa Monica Boulevard / Wilshire Boulevard

2. S. Santa Monica Boulevard / Wilshire Boulevard

3. S. Santa Monica Boulevard / Charleville Boulevard

4. Linden Drive / Wilshire Boulevard

5. Roxbury Drive – Brighton Way / Wilshire Boulevard
All five study intersections selected for analysis are presently controlled by traffic signals. The existing lane configurations at the study intersections are displayed in Figure 4–1.

4.3 Roadway Descriptions
A brief description of the roadways in the Project vicinity is provided in the following paragraphs.

N. Santa Monica Boulevard is a northwest-southeast oriented roadway located north and west of the Project Site. Within the Project study area, N. Santa Monica Boulevard is designated as a Principal Arterial by the City. Two through travel lanes are provided on N. Santa Monica Boulevard in each direction within the Project study area. Class II Bicycle Lanes are provided in each direction on N. Santa Monica Boulevard within the Project study area. Parking is prohibited on N. Santa Monica Boulevard within the Project study area. Separate exclusive right-turn lanes are provided on N. Santa Monica Boulevard in each direction at the Wilshire Boulevard intersection. N. Santa Monica Boulevard has a posted speed limit of 25 miles per hour within the Project study area.
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S. Santa Monica Boulevard is a northwest-southeast oriented roadway located north and west of the Project Site. Within the Project study area, S. Santa Monica Boulevard is designated by the City as a Minor Arterial west of Wilshire Boulevard and as a Principal Arterial east of Wilshire Boulevard. Two through travel lanes are provided on S. Santa Monica Boulevard in each direction within the Project study area. S. Santa Monica Boulevard is designated as a Class III Bicycle Route by the City within the Project study area. Metered parking is generally available on both sides of S. Santa Monica Boulevard within the Project study area. Separate exclusive left-turn lanes are provided on S. Santa Monica Boulevard in the southbound direction at the Charleville Boulevard intersection and in both the northbound and southbound directions at the Wilshire Boulevard intersection. A separate exclusive right-turn lane is provided on S. Santa Monica Boulevard in the northbound direction at Wilshire Boulevard. S. Santa Monica Boulevard has a posted speed limit of 25 miles per hour within the Project study area.

Linden Drive is a north-south oriented roadway that borders the Project Site to the east. Linden Drive is a one-way southbound roadway between S. Santa Monica Boulevard and Wilshire Boulevard. Within the Project study area, Linden Drive is designated as a Local Street by the City. North of Wilshire Boulevard, two through travel lanes are provided in the southbound direction on Linden Drive within the Project study area. South of Wilshire Boulevard, one through travel lane is provided in each direction on Linden Drive within the Project study area.

Linden Drive is designated as a Class III Bicycle Route by the City within the Project study area.

Metered parking is generally available on both sides of Linden Drive north of Wilshire Boulevard. Metered parking is available on Linden Drive just south of Wilshire Boulevard.

Further south on Wilshire Boulevard, parking along Linden Drive is restricted to residential parking by permit only. Separate exclusive left- and right-turn lanes are provided on Linden Drive in each direction at the Wilshire Boulevard intersection. There is no speed limit posted on Linden Drive within the Project study area, thus a prima facie speed limit of 25 miles per hour is assumed, consistent with California Vehicle Code Section 22352(b)(1).

Roxbury Drive is a north-south oriented roadway located east of the Project Site. Roxbury Drive is a one-way northbound roadway between N. Santa Monica Boulevard and Wilshire Boulevard.

Within the Project study area, Roxbury Drive is designated as a Local Street by the City. North of Wilshire Boulevard, three through travel lanes are provided in the northbound direction on Roxbury Drive within the Project study area. South of Wilshire Boulevard, one through travel lane is provided in each direction on Roxbury Drive within the Project study area. Roxbury Drive is designated as a Class III Bicycle Route by the City within the Project study area.

Metered parking is generally available on both sides of Roxbury Drive north of Wilshire Boulevard. South of Wilshire Boulevard, parking along Roxbury Drive is restricted to residential parking by permit only. A separate exclusive right-turn lane is provided on Roxbury Drive at the Wilshire Boulevard intersection in the northbound direction. There is no speed limit posted on Roxbury Drive within the Project study area, thus a prima facie speed limit of 25 miles per hour is assumed, consistent with California Vehicle Code Section 22352(b)(1). -10-
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Brighton Way is a northeast-southwest roadway located northeast of the Project Site. Between Wilshire Boulevard and Rexford Drive, Brighton Way is a one-way southwest-bound roadway.

Within the Project study area, Brighton Way is designated as a Local Street by the City. Two through travel lanes are provided Brighton Way within the Project study area, with metered parking provided on either side of the street. A separate exclusive right-turn lane is provided on Brighton Way at the Wilshire Boulevard intersection. There is no speed limit posted on Brighton Way within the Project study area, thus a prima facie speed limit of 25 miles per hour is assumed, consistent with California Vehicle Code Section 22352(b)(1).

Wilshire Boulevard is an east-west oriented roadway located north of the Project Site. Within the Project study area, Wilshire Boulevard is designated as a Principal Arterial by the City.

Three through travel lanes are provided in each direction on Wilshire Boulevard within the Project study area. Parking is prohibited on Wilshire Boulevard within the Project study area.

Separate exclusive left-turn lanes are provided on Wilshire Boulevard in each direction at the N.

Santa Monica Boulevard and Roxbury Drive – Brighton Way intersections, as well as the westbound direction at the S. Santa Monica Boulevard intersection. Wilshire Boulevard has a posted speed limit of 25 miles per hour within the Project study area.

Charleville Boulevard is an east-west oriented roadway located south of the Project Site. Within the Project study area, Charleville Boulevard is designated as a Local Street by the City. One through travel lane is provided in each direction on Charleville Boulevard within the Project study area. Charleville Boulevard is designated as a Class III Bicycle Route by the City within the Project study area. On-street parking is generally permitted on both sides of Charleville Boulevard within the Project study area. There is no speed limit posted on Charleville Boulevard within the Project study area, thus a prima facie speed limit of 25 miles per hour is assumed, consistent with California Vehicle Code Section 22352(b)(1).

4.4 Public Transit Services
Public transit service within the Project study area is currently provided by the Los Angeles County Metropolitan Transit Authority (“Metro”) and the Antelope Valley Transit Authority (“AVTA”). A summary of the existing transit service, including the transit route, destinations and peak hour headways is presented in Table 4–1. The existing public transit routes in the Project Site vicinity are illustrated in Figure 4–2.

It is noted that construction of the Metro D Line (Purple) Extension Transit Project (“PLE”) is ongoing in the vicinity of the Project Site. Section 2 of the PLE includes a station at the Rodeo Drive / Wilshire Boulevard intersection, which is located approximately 0.39-mile east of the Project Site. Metro currently estimates service on the Section 2 segment of the PLE will begin in 2025. Accordingly, it is reasonable to anticipate that future residents, hotel guests, restaurant patrons, and hotel and restaurant employees of the Project will utilize the PLE when it becomes operational.
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ROADWAY(S)

ROUTE DESTINATIONS NEAR SITE DIR AM MD PM SAT
Metro 4 Downtown Los Angeles to Santa Monica N. Santa Monica Boulevard EB 8886 (via Santa Monica Boulevard) WB 8 8 8 6
Metro 20 Downtown Los Angeles to Santa Monica Wilshire Boulevard EB 6555 (via Wilshire Boulevard) WB 5 5 5 5
Metro Rapid 720 Downtown Los Angeles to Santa Monica Wilshire Boulevard EB 13 8 13 8 (via Wilshire Boulevard) WB 14 8 12 8
AVTA 786 Lancaster to West Los Angeles Wilshire Boulevard NB 0 -- 1 -- (via SR-14, I-5, I-405, Santa Monica Boulevard, Wilshire Boulevard, and La Brea Avenue) N. Santa Monica Boulevard SB 1 -- 0 -- Total 39 26 36 26
[1] Sources: Los Angeles County Metropolitan Transportation Authority (Metro) website, 2023.

Antelope Valley Transit Authority (AVTA) website, 2023.

Table 4-1
EXISTING PUBLIC TRANSIT ROUTES [1]
NO. OF BUSES

DURING PEAK HOUR
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4.5 Active Transportation
The Project was reviewed for potential conflicts with adopted plans and policies related to active transportation. The Project is located close to the Wilshire Boulevard, N. Santa Monica Boulevard, and S. Santa Monica Boulevard corridors, which provide access and connectivity to pedestrian and transit networks in the direct Project vicinity. These connections will be further enhanced once the PLE is completed through the City. Further, the Project will not conflict with the City’s planned streetscape improvements along Wilshire Boulevard as part of Connect Beverly Hills. While bicycle infrastructure is not currently provided along the Project Site’s Linden Drive frontage, development of the Project would not preclude the City from providing future bicycle infrastructure along Linden Drive, or any other roadway within the vicinity of the Project Site. The Project will provide bicycle parking in accordance with the Beverly Hills Municipal Code (“BHMC”).
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5.0 VEHICLE MILES TRAVELED ASSESSMENT

5.1 Introduction
VMT is defined as a measurement of miles traveled by vehicles within a specified region and for a specified period of time. VMT is a measure of the use and efficiency of the transportation network. VMTs are calculated based on individual vehicle trips generated and their associated trip lengths. VMT accounts for two-way (round-trip) travel and is often estimated for a typical weekday for the purposes of measuring transportation impacts.

In September 2013, the Governor’s Office signed SB 743, starting a process that fundamentally changes the way transportation impact analysis is conducted under CEQA. Within the State’s CEQA Guidelines, these changes include the elimination of auto delay, LOS, and similar measurements of vehicular roadway capacity and traffic congestion as the basis for determining significant traffic impacts. SB 743 identifies VMT as the most appropriate CEQA transportation metric, along with the elimination of auto delay/LOS for CEQA purposes statewide. The justification for this paradigm shift is that LOS impacts lead to improvements that increase roadway capacity and therefore induce more traffic and greenhouse gas emissions.

In October 2019, the City formally adopted VMT as the criteria for determining transportation impacts of development projects in Resolution No. 1901. The Resolution includes VMT guidelines and thresholds for measuring transportation impacts under CEQA. Accordingly, a VMT assessment has been prepared of the Project’s potential VMT impact based on the guidelines presented in the Resolution.

5.2 VMT Screening Criteria
In accordance with the Technical Advisory issued by the Governor’s Office of Planning and Research5 (“OPR”), Table 2 of the City’s VMT Guidelines provides criteria for VMT screening criteria. Three screening categories are provided on Table 2: Project Type Screening; Low VMT Area Screening; and Transit Priority Area (“TPA”) Screening. A project only needs to satisfy one of the three screening criteria to be exempt from requiring further VMT analysis.

5.2.1 Project Type Screening
Local-serving retail projects6
(defined as less than 50,000 square feet per OPR’s Technical Advisory) and projects that generate less than 110 daily trips are presumed to have a less than significant VMT impact. Therefore, these projects are screened out from completing a VMT analysis based on project size and type.

As discussed in Section 2.3 herein, the Project includes 3,429 square feet of restaurant floor area.

As the Project would not add any new retail use greater than 50,000 square feet, the restaurant 5 Technical Advisory on Evaluating Transportation Impacts in CEQA, Governor’s Office of Planning and Research, December 2018
6 Includes restaurant uses per the OPR Technical Advisory. -15-
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component of the Project is exempt from further VMT analysis and is presumed to have a less than significant VMT impact.

5.2.2 Low VMT Area Screening
Residential projects located within low VMT generating traffic analysis zones (“TAZs”) are presumed to have a less than significant VMT. These TAZs generate a total daily VMT per capita that is 15% less than the baseline level for the region. A map showing the City’s low VMT area for residential projects is provided in Attachment B of the Resolution.

The City’s residential VMT screening map is displayed in Figure 5–1. As shown in Figure 5–1, the Project Site is located within a low VMT generating TAZ for residential projects. Therefore, the Project’s residential component is presumed to have a less than significant VMT impact.

The Project Site is zoned is zoned R-4 Multiple Residential per the BHMC. While hotel uses are not permitted under the R-4 zoning, the Project is using the Builder’s Remedy to permit the Project. The Project’s conformance to the zoning per the BHMC is addressed through the entitlement/Development Review Permit findings prepared by the Project Applicant. Based on this, the Project’s hotel component is presumed to have a less than significant VMT impact.

5.2.3 Transit Priority Area Screening
Projects located in the commercial zones of TPAs (defined as within one-half mile of a Metro Rapid bus stop) are presumed to have a less than significant impact is they do not have the following characteristics: 1) A Floor Area Ratio (“FAR”) less than 0.75; 2) provide more parking than required by the City; and 3) inconsistent with the applicable Southern California Association of Governments (“SCAG”) Regional Transportation Plan/Sustainable Communities Strategy (“RTP/SCS”).

The Project is located within 1,000 feet of existing Metro Rapid Bus stops on Wilshire Boulevard and is therefore within a TPA as defined by the City. Additionally, as discussed in Section 4.4 herein, construction of the PLE is ongoing in the vicinity of the Project Site. Section 2 of the PLE includes a station at the Rodeo Drive / Wilshire Boulevard intersection, which is located approximately 0.39-mile east of the Project Site. Metro currently estimates service on the Section 2 segment of the PLE will begin in 2025; two years prior to the estimated completion and occupancy of the Project.

While the Project Site is not located within a commercial zone per the BHMC, the properties to the north and west of the Project Site are located within the commercial zone. The Project has an FAR of 14.3:1; above the 0.75 FAR threshold. Per BHMC Section 10-3-2730, the Project is required to provide 455 parking spaces. The Project proposes to provide 126 parking spaces onsite.
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Connect SoCal7, SCAG’s RTP/SCS, prioritizes growth near destinations and mobility options that facilitate multimodal access to work, educational, and other destinations. Additionally, Connect SoCal encourages infill development, and development in Priority Growth Areas, such as High-Quality Transit Areas. The Project Site provides direct connections to nearby existing pedestrian, bicycle, and transit facilities, as well as pedestrian attractors along the Wilshire Boulevard corridor and within the Beverly Hills Triangle area.

The Project is an infill development which would provide 165 residential units (including 33 affordable housing units) and ancillary residential spaces, and 73 hotel guestrooms and ancillary spaces, including a 3,429 square-foot restaurant. The Project is located within a TPA as defined by the City and is located within one-half mile of the future Wilshire / Rodeo Station, which will be served by the PLE. The PLE will be operational in 2025; two years prior to the anticipated opening date of the Project. The Project would provide housing options for employees of nearby office buildings and retail uses who wish to live within walking and/or biking distance of their workplace. Similarly, the restaurant component of the Project would provide additional dining for nearby residents and employees, as well as hotel guests and visitors. The hotel component would provide additional guest rooms within close proximity to major Beverly Hills attractions.

Bicycle parking would be installed for residents, visitors, and employees of the Project in compliance with the BHMC. The Project would not conflict with the overall goals of Connect SoCal, including GHG reduction.

5.3 Summary of Project VMT Analysis
A summary of the Project’s VMT analysis is provided below:
x The Project is an infill development which would provide 165 residential units (including 33 affordable housing units) and ancillary residential spaces, and 73 hotel guestrooms and ancillary spaces, including a 3,429 square-foot restaurant. x The Project’s restaurant component, which totals 3,429 square feet of neighborhoodserving commercial uses, is considered local-serving. As the Project’s restaurant component will provide less than 50,000 square feet of floor area, the Project’s restaurant component is presumed to have a less than significant VMT impact. x The Project Site is located in a low VMT generating TAZ for residential projects.

Therefore, the Project’s residential component is presumed to have a less than significant VMT impact. While hotel uses are not permitted under the R-4 zoning, the Project is using the Builder’s Remedy to permit the Project. The Project’s conformance to the zoning per the BHMC is addressed through the entitlement/Development Review Permit findings prepared by the Project Applicant. Based on this, the Project’s hotel component is presumed to have a less than significant VMT impact. 7 Connect SoCal – The 2020-2045 Regional Transportation Plan/Sustainable Communities Strategy of the Southern California Association of Governments, Southern California Association of Governments, September 3, 2020. -18-
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x While the Project is not located within a commercial zone, the Project is located within a TPA area and meets the required criteria for TPA screening.

Based on the above analyses, the Project would not result in a significant VMT impact.

Therefore, no mitigation is necessary as it relates to VMT.

5.4 Summary of Cumulative Impacts
According to the CEQA Guidelines, a project’s cumulative impacts are based on an assessment of whether the incremental effects of an individual project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects. Based on the OPR Technical Advisory (page 6), the thresholds of significance recommended therein for VMT metrics are considered as “efficiency-based” thresholds. Further, the OPR Technical Advisory states “A project that falls below an efficiencybased threshold that is aligned with long-term goals and relevant plans has no cumulative impact distinct from the project impact. Accordingly, a finding of a less-than-significant project impact would imply a less than significant cumulative impact, and vice versa.” As the Project is expected to result in a less than significant transportation impact based on the use of the VMT metrics, a less than significant cumulative transportation impact for the Project can be concluded. -19-
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6.0 TRAFFIC COUNTS
Manual traffic counts of vehicular turning movements were conducted on Wednesday, June 21, 2023 and Saturday, June 24, 2023 at the five study intersections during the weekday AM, MD, and PM commuter periods, as well as the SAT commuter period, to determine the peak hour traffic volumes. The manual traffic counts at the study intersections were conducted from 7:00 AM to 9:00 AM, as well as 4:00 PM to 6:00 PM to determine the weekday AM and PM peak commuter hours, and from 11:00 AM to 2:00 PM to determine the weekday MD and SAT peak hours.

Additionally, automatic 24-hour machine traffic counts were conducted on Wednesday, June 21, 2023, and Saturday, June 24, 2023, on Spaulding Drive and Linden Drive, north of Charleville Boulevard, to determine the weekday and Saturday average daily traffic (“ADT”) on these segments.

The existing traffic volumes at the study intersections during the weekday AM, MD, and PM peak hours, as well as the Saturday MD peak hour are shown in Figures 6–1, 6–2, 6–3, and 6–4, respectively. Summary data worksheets of the manual traffic counts at the study intersections, as well as ADT counts are contained in Appendix A.
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7.0 CUMULATIVE DEVELOPMENT PROJECTS

7.1 Related Projects
A forecast of on-street traffic conditions prior to occupancy of the proposed Project was prepared by incorporating the potential trips associated with other known development projects (related projects) in the area. With this information, the potential effect of the Project can be evaluated within the context of the cumulative effect of all ongoing development. The related projects research was based on information on file at the City’s Community Development Department within a 0.5-mile radius of the Project Site. The list of related projects in the Project Site area is presented in Table 7–1. The location of the related projects is shown in Figure 7–1.

Traffic volumes expected to be generated by the related projects were calculated using rates provided in the Institute of Transportation Engineers’ (“ITE”) Trip Generation Manual. 8 The
related projects’ respective traffic generation for the weekday AM, MD, and PM peak hours, as well as the SAT peak hour, as well as on a daily basis for a typical weekday and Saturday, is summarized in Table 7–1. The distribution of the related projects traffic volumes to the study intersections during the weekday AM, MD, and PM peak hours, and the SAT peak hour are displayed in Figures 7–2, 7–3, 7–4, and 7–5, respectively.

7.2 Ambient Traffic Growth Factor
In order to account for unknown related projects not included in this analysis, the existing traffic volumes were increased at an annual rate of 1.0 percent (1.0%) per year to and including the year 2027 (i.e., the anticipated year of Project build-out). The ambient growth factor was based on general traffic growth factors provided in the 2010 Congestion Management Program for Los Angeles County9
(“CMP manual”). It is noted that based on review of the general traffic growth factors provided in the CMP manual for the Project study area (i.e., Regional Statistical Area [“RSA”] 17, West/Central Los Angeles) it is anticipated that the existing traffic volumes are expected to increase at an annual rate of approximately 0.20% per year between the years 2020 and 2027. Thus, application of an annual growth factor of 1.0% annual growth provides a conservative, worst case forecast of future traffic volumes in the area as it substantially exceeds the annual traffic growth rate published in the CMP manual. Further, it is noted that the CMP manual’s traffic growth rate is intended to anticipate future traffic generated by development projects in the Project vicinity. Thus, the inclusion in this traffic analysis of both a forecast of traffic generated by known related projects plus the use of an ambient growth traffic factor based on CMP traffic model data results in an even more conservative estimate of future traffic volumes at the study intersections.
8 Institute of Transportation Engineers Trip Generation Manual, 11th Edition, Washington, D.C., 2021. 9 2010 Congestion Management Program, Los Angeles County Metropolitan Transportation Authority, 2010. -25-
Table 7-1
RELATED PROJECTS LIST AND TRIP GENERATION [1]
20-Jul-23

PROJECT DAILY AM PEAK HOUR MIDDAY PEAK HOUR PM PEAK HOUR SAT DAILY SAT MIDDAY PEAK MAP PROJECT NAME/NUMBER PROJECT DATA LAND USE DATA TRIP ENDS VOLUMES [2] VOLUMES [2], [3] VOLUMES [2] TRIP ENDS HOUR VOLUMES [2] NO. ADDRESS/LOCATION STATUS SOURCE LAND-USE SIZE VOLUMES [2] IN OUT TOTAL IN OUT TOTAL IN OUT TOTAL VOLUMES [2] IN OUT TOTAL 1 Rosewood Residences Beverly Hills Under [4] Condominiums 17 DU 115 2 5 7 2 6 8 6 3 9 77 4 3 7 9900 S. Santa Monica Boulevard Construction [5] Retail 12,560 GSF 465 7 4 11 20 16 36 21 22 43 579 29 26 55 2 Maison 140 Beverly Hills Approved [6] Hotel 22 Rooms 176 6 4 10 6 6 12 7 6 13 178 9 7 16 140 S. Lasky Drive [7] Fine Dining Restaurant 1,845 GSF 155 1 0 1 6 2 8 9 5 14 166 12 8 20 3 Cheval Blanc Beverly Hills Specific Plan Approved [8],[6] Hotel 115 Rooms 919 30 23 53 33 29 62 35 33 68 942 46 37 83 468 N. Rodeo Drive [8],[9] Private Membership Club 500 Members 180 16 4 20 32 8 40 32 8 40 180 32 8 40 [8],[7] Fine Dining Restaurant 14,882 GSF 1,213 15 12 27 54 13 67 69 33 102 1,340 94 65 159[8],[5] Retail 24,976 GSF 517 8 4 12 40 32 72 23 24 47 1,150 57 53 110 [8],[10],[11] Day Spa 6,899 GSF 80 3 3 6 4 4 8 2 8 10 350 13 22 35 [8],[5] Retail (30,246) GSF (438) (23) (5) (28) (48) (39) (87) (12) (27) (39) (1,393) (69) (64) (133) [4] One Beverly Hills Approved [6] Hotel 42 Rooms 336 11 8 19 12 10 22 13 12 25 339 17 13 30 9900 Wilshire Boulevard [4] Condominiums 350 DU 2,359 34 106 140 40 125 165 113 66 179 1,593 72 72 144 [5] Retail 18,400 GSF 681 9 6 15 29 24 53 30 33 63 848 42 39 81[7] Fine Dining Restaurant 14,200 GSF 1,191 8 2 10 50 13 63 74 37 111 1,279 90 62 152 [5] Beverly Hilton Revitalization Specific Plan Approved [6] Condominiums 140 DU 944 13 43 56 16 50 66 45 26 71 637 29 28 57 9876 Wilshire Boulevard [7] Fine Dining Restaurant 5,000 GSF 419 3 1 4 18 4 22 26 13 39 450 31 22 53 [5] Retail 5,000 GSF 185 2 2 4 8 6 14 8 9 17 230 11 11 22[6] Hotel (46) Rooms (368) (12) (9) (21) (13) (11) (24) (14) (13) (27) (371) (18) (15) (33) [6] 9600 Wilshire Bouelvard Specific Plan Proposed [7] Fine Dining Restaurant 11,657 GSF 977 7 2 9 42 10 52 61 30 91 1,050 73 51 124 9600 Wilshire Boulevard [12] Office 58,796 GSF 637 78 11 89 78 11 89 14 71 85 130 17 14 31 [7] Fine Dining Restaurant 3,046 GSF 255 2 0 2 11 3 14 16 8 24 274 19 14 33 [12] Office 67,108 GSF 727 90 12 102 90 12 102 16 81 97 148 19 17 36 [5] Retail 28,998 GSF 1,073 15 9 24 46 37 83 48 51 99 1,336 67 61 128[6] Hotel 40 Rooms 320 10 8 18 11 10 21 12 12 24 323 16 13 29 [7] Social Club 14,965 GSF 1,255 9 2 11 54 13 67 78 39 117 1,347 94 66 160 [10],[14],[11] Spa 17,215 GSF 250 11 10 21 11 10 21 4 21 25 870 31 56 87 [4] Condominiums 30 DU 202 3 9 12 3 11 14 9 6 15 137 6 6 12[5] Retail 5,041 GSF 187 2 2 4 8 6 14 8 9 17 232 11 11 22[4] Condominiums 38 DU 256 4 11 15 4 14 18 12 7 19 173 8 8 16[5] Retail 5,540 GSF 205 3 2 5 9 7 16 9 10 19 255 12 12 24 15,473 367 291 658 676 442 1,118 774 643 1,417 14,849 874 726 1,600 [1] Source: City of Beverly Hills Cumulative Projects List. Trip generation for the related projects are based on ITE Trip Generation Manual, 11th Edition, 2021, unless otherwise noted. [2] Trips are one-way traffic movements, entering or leaving.[3] Midday Peak Hour rates from Peak Hour Generator.[4] ITE Land Use Code 220 (Multifamily Housing [Low-Rise]) trip generation average rates.[5] ITE Land Use Code 820 (Shopping Center) trip generation average rates.[6] ITE Land Use Code 310 (Hotel) trip generation average rates.[7] ITE Land Use Code 931 (Fine Dining Restaurant) trip generation average rates.[8] Source: Cheval Blanc Beverly Hills Specific Plan Updated Local Transportation Assessment, prepared by Fehr & Peers, October 29, 2019.

Trip values for Weekday Daily, AM and PM peak hours are provided. Trips generated during weekday MD and SAT peak hours, as well as Saturday daily trips derived from ITE rates. [9] Weekday Daily trips assumed for Saturday Daily. Weekday PM peak hour trips applied to weekday and Saturday midday. [10] ITE Land Use Code 918 (Hair Salon) trip generation average rates.[11] Saurday Daily trip rate not provided. Assumes Saturday peak is 10% of Daily trips.[12] ITE Land Use Code 710 (General Office Building) trip generation average rates.[13] ITE Land Use Code 925 (Drinking Place) trip generation average rates. [14] Weekday Daily trip rate not provided. Assumes Weekday PM peak hour corresponds to 10% of Daily trips.

TOTAL

WEEKDAY SATURDAY
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8.0 TRAFFIC FORECASTING METHODOLOGY
In order to evaluate the traffic operational characteristics related to the proposed Project, a multistep process has been utilized. The first step is trip generation, which estimates the total arriving and departing traffic volumes on a peak hour and daily basis. The traffic generation potential is forecast by applying the appropriate vehicle trip generation equations or rates to the Project development tabulation.

The second step of the forecasting process is trip distribution, which identifies the origins and destinations of inbound and outbound Project traffic volumes. These origins and destinations are typically based on demographics and existing/anticipated travel patterns in the study area.

The third step is traffic assignment, which involves the allocation of Project traffic to study area streets and intersections. Traffic assignment is typically based on minimization of travel time, which may or may not involve the shortest route, depending on prevailing operating conditions and travel speeds. Traffic distribution patterns are indicated by general percentage orientation, while traffic assignment allocates specific volume forecasts to individual roadway links and intersection turning movements throughout the study area.

With the forecasting process complete and Project traffic assignments developed, the traffic effects of the proposed Project is isolated by comparing operational (i.e., Levels of Service) conditions at the selected key intersections using existing and expected future traffic volumes without and with forecast Project traffic. The need for site-specific and/or cumulative local area traffic improvements can then be evaluated.

8.1 Project Traffic Generation
Traffic volumes expected to be generated by the proposed Project during the weekday AM, MD, and PM peak hours, as well as the SAT peak hour, as well as on a daily basis (weekdays and Saturdays), were estimated using rates published in the ITE Trip Generation Manual. The following trip generation rates were used to forecast the traffic volumes expected to be generated by the Project:
x Apartments: ITE Land Use Code 222 (Multifamily Housing [High-Rise]) trip generation average rates were used to forecast the traffic volumes expected to be generated by the residential component of the Project.
x Apartments: ITE Land Use Code 310 (Hotel) trip generation average rates were used to forecast the traffic volumes expected to be generated by the hotel component of the Project.
x Fine Dining Restaurant: ITE Land Use Code 931 (Fine Dining Restaurant) trip generation average rates were used to forecast the traffic volumes expected to be generated by the restaurant component of Project.
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In addition to the trip generation forecasts for the Project (which are essentially an estimate of the number of vehicles that could be expected to enter and exit the Project Site access points), a forecast was also made of the transit trips that will be generated by the Project in lieu of trips by the private automobile. The Project is located within 1,000 feet of existing Metro Rapid Bus stops on Wilshire Boulevard and is therefore within a TPA as defined by the City. Additionally, as discussed in Section 4.4 herein, construction of the PLE is ongoing in the vicinity of the Project Site. Section 2 of the PLE includes a station at the Rodeo Drive / Wilshire Boulevard intersection, which is located approximately 0.39-mile feet east of the Project Site. Metro currently estimates service on the Section 2 segment of the PLE will begin in 2025; two years prior to the estimated completion and occupancy of the Project. As the Project Site is within one-quarter mile of a Rapid Bus stop, and within one-half mile of the future Wilshire / Rodeo stop, a transit adjustment of 15% has been utilized.

Lastly, an internal capture adjustment has been applied for the Project to account for synergistic effects of the planned land use mix. Internal capture trips are those trips made internal to the site between land uses in a mixed or multi-use development, land uses tend to interact, and thus attract a portion of each other’s trip generation. An internal capture adjustment of 10% has been utilized to account for the interactions between the residential, hotel, and restaurant land uses during the weekday MD and PM peak hours, as well as the SAT peak hour.

As shown in Table 8–1, the Project is expected to generate 70 net new vehicle trips (31 inbound trips and 39 outbound trips) during the weekday AM peak hour. During the weekday MD peak hour, the Project is expected to generate 83 net new vehicle trips (35 inbound trips and 48 outbound trips). During the weekday PM peak hour, the Project is expected to generate 93 net new vehicle trips (52 inbound trips and 41 outbound trips). During the SAT peak hour, the Project is expected to generate 98 net new vehicle trips (58 inbound trips and 40 outbound trips).

Over a 24-hour period, the Project is forecast to generate 1,243 daily trips ends (approximately 622 inbound trips and 621 outbound trips) during a typical weekday. Over a 24-hour period on a typical Saturday, the Project is forecast to generate 1,265 daily trip ends (approximately 633 inbound trips and 632 outbound trips).

8.2 Project Traffic Distribution and Assignment
Project traffic volumes both entering and exiting the site have been distributed and assigned to the adjacent street system based on the following considerations:
x The site's proximity to major traffic corridors (i.e., Wilshire Boulevard, N. Santa Monica Boulevard, S. Santa Monica Boulevard, I-405 Freeway, etc.); x Expected localized traffic flow patterns based on adjacent roadway channelization and presence of traffic signals;
x Existing intersection traffic volumes;
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DAILY AM PEAK HOUR MIDDAY PEAK HOUR PM PEAK HOUR SAT DAILY TRIP ENDS [2] VOLUMES [2] VOLUMES [2], [3] VOLUMES [2] TRIP ENDS [2] VOLUMES [2], [3]

LAND USE SIZE VOLUMES IN OUT TOTAL IN OUT TOTAL IN OUT TOTAL VOLUMES IN OUT TOTAL Proposed Project
Apartments [4] 165 DU 749 15 30 45 12 42 54 30 23 53 749 34 25 59Hotel [5] 73 Rooms 583 19 15 34 21 18 39 22 21 43 589 30 23 53Restaurant [6], [7] 3,497 GSF 293 2 1 3 13 3 16 18 9 27 315 13 3 16 Subtotal 1,625 36 46 82 46 63 109 70 53 123 1,653 77 51 128 Transit Trips [8]
Apartments (15%) (112) (2) (5) (7) (2) (6) (8) (5) (3) (8) (112) (5) (4) (9)Hotel (15%) (87) (3) (2) (5) (3) (3) (6) (3) (3) (6) (88) (5) (3) (8)Restaurant (15%) (44) 0 0 0 (2) 0 (2) (3) (1) (4) (47) (2) 0 (2) Subtotal (243) (5) (7) (12) (7) (9) (16) (11) (7) (18) (247) (12) (7) (19) Internal Capture [9], [10]
Apartments (10%) (64) -- -- -- (1) (4) (5) (3) (2) (5) (64) (3) (2) (5)Hotel (10%) (50) -- -- -- (2) (2) (4) (2) (2) (4) (50) (3) (2) (5)Restaurant (10%) (25) -- -- -- (1) 0 (1) (2) (1) (3) (27) (1) 0 (1) Subtotal (139) -- -- -- (4) (6) (10) (7) (5) (12) (141) (7) (4) (11) NET INCREASE DRIVEWAY TRIPS 1,243 31 39 70 35 48 83 52 41 93 1,265 58 40 98 [1] Source: ITE Trip Generation Manual, 11th Edition, 2021. [2] Trips are one-way traffic movements, entering or leaving.[3] Midday Peak rates from Peak Hour Generator.[4] ITE Land Use Code 222 (Multifamily Housing [High-Rise]) trip generation average rates. - Weekday Daily Trip Rate: 4.54 trips/dwelling unit; 50% inbound/50% outbound - AM Peak Hour Trip Rate: 0.27 trips/dwelling unit; 34% inbound/66% outbound - Midday Peak Hour Trip Rate: 0.33 trips/dwelling unit; 22% inbound/78% outbound - PM Peak Hour Trip Rate: 0.32 trips/dwelling unit; 56% inbound/44% outbound - Saturday Daily Trip Rate: 4.54 trips/dwelling unit; 50% inbound/50% outbound - Saturday Peak Hour Trip Rate: 0.36 trips/dwelling unit; 57% inbound/43% outbound [5] ITE Land Use Code 310 (Hotel) trip generation average rates. - Weekday Daily Trip Rate: 7.99 trips/room; 50% inbound/50% outbound - AM Peak Hour Trip Rate: 0.46 trips/room; 56% inbound/44% outbound - Midday Peak Hour Trip Rate: 0.53 trips/room; 53% inbound/47% outbound - PM Peak Hour Trip Rate: 0.59 trips/room; 51% inbound/49% outbound - Saturday Daily Trip Rate: 8.07 trips/room; 50% inbound/50% outbound - Saturday Peak Hour Rate: 0.72 trips/room; 56% inbound/44% outbound [6] ITE Land Use Code 931 (Fine Dining Restaurant) trip generation average rates. - Weekday Daily Trip Rate: 83.84 trips/1,000 SF of floor area; 50% inbound/50% outbound- AM Peak Hour Trip Rate: 0.73 trips/1,000 SF of floor area; assume 80% inbound/20% outbound- Midday Peak Hour Trip Rate: 4.47 trips/1,000 SF of floor area; 80% inbound/20% outbound- PM Peak Hour Trip Rate: 7.80 trips/1,000 SF of floor area; 67% inbound/33% outbound- Saturday Daily Trip Rate: 90.04 trips/1,000 SF of floor area; 50% inbound/50% outbound [7] ITE does not provide a Saturday Midday Peak Hour Trip Rate. Weekday Midday Peak Hour Trip Rate for Saturday Midday conditions. [8] The transit reduction is based on the Project Site being located within a Transit Priority Area ("TPA"). The Project Site is located within one-quarter mile of a Metro Rapid Bus Furthermore, the Project Site is located within one-half mile of the future Wilshire / Rodeo station, which will be served by the Metro D Line (Purple). The Metro D Line (Purple)extention project is expected to open in 2025, two years prior to the opening of the Project. [9] The internal capture reduction for the residential, hotel, and restaurant uses within the Project Site is based on the synergy between the land uses provided within the Project Site.

Table 8-1
PROJECT TRIP GENERATION [1]

SATURDAY

MIDDAY PEAK HOUR

WEEKDAY
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x Ingress/egress availability at the Project Site assuming the site access and circulation scheme described in Section 3.0;
x The location of existing and proposed parking areas; and x Nearby population and employment centers as well as adjacent residential neighborhoods.

The general, directional traffic distribution patterns for the proposed Project are presented in Figure 8–1. The forecast net new Project traffic volumes during the weekday AM, MD, and PM peak hours, and the SAT peak hour at the study intersections are presented in Figures 8–2, 8–3, 8–4, and 8–5, respectively. The traffic volume assignments presented in Figures 8–2, 8–3, 8–4, and 8–5 reflect the traffic distribution characteristics shown in Figure 8–1, and the Project traffic generation forecast presented in Table 8–1.
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9.0 TRAFFIC OPERATIONS ANALYSIS METHODOLOGY
Operations at the five study intersections were evaluated using the HCM 6th Edition method of analysis based on the criteria set forth in the City’s Local TAG. Specifically, the HCM 6th Edition methodology estimates the average control delay for each of the subject movements and determines the LOS for each constrained movement. The overall intersection average control delay is subsequently assigned a LOS value to describe intersection operations. Intersection analyses were prepared utilizing the Synchro 11 software package, which implements the HCM 6th Edition operational methods. A Synchro network was created based on existing conditions field review at the study intersections. In addition, specifics such as traffic volume data, lane configurations, available vehicle storage lengths, crosswalk locations, posted speed limits, etc., were coded to complete the roadway network.

The Levels of Service under the HCM 6th Edition methodologies for signalized intersections vary from LOS A (free flow) to LOS F (jammed condition). A description of the HCM 6th Edition method and corresponding LOS are provided in Appendix B.

9.1 Intersection Operations Criteria
The relative effects of the added Project traffic volumes to be generated by the proposed Project during the weekday AM, MD, and PM peak hours, and the SAT peak hour were evaluated based on analysis of future operating conditions at the study intersections, without and with the proposed Project. The previously discussed capacity analysis procedures were utilized to evaluate the future delay relationships and service level characteristics at each study intersection.

The potential effects of Project-generated traffic were evaluated using the traffic operations criteria set forth in the City’s Local TAG. According to the City’s Local TAG, the operations criteria are exceeded if the Project-related increase in delay is equal to or exceeds the thresholds presented in Table 9–1.

Table 9-1

CITY OF BEVERLY HILLS

SIGNALIZED INTERSECTION OPERATIONS CRITERIA
Final Delay Level of Service Project Related Increase in Delay > 35.0 – 55.0 seconds D equal to or greater than 10 seconds > 55.0 seconds E or F equal to or greater than 5 seconds As required by the City, measures may be required whenever traffic generated by the proposed development causes an increase of the analyzed intersection delay by an amount equal to or greater than the values shown above.
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9.2 Traffic Operations Analysis Scenarios
LOS calculations have been prepared for the following scenarios for the study intersections:
(a) Existing (2023) conditions.
(b) Condition (a) with completion and occupancy of the Project. (c) Condition (b) with implementation of Project improvement measures where necessary.
(d) Condition (a) plus one percent (1.0%) annual ambient traffic growth through year 2027 and with completion and occupancy of the related projects (i.e., Future Cumulative Baseline).
(e) Condition (d) with completion and occupancy of the Project. (f) Condition (e) with implementation of Project improvement measures where necessary.

The traffic volumes for each new condition were added to the volumes in the prior condition to determine the change in delay at the study intersections. -42-
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10.0 TRAFFIC ANALYSIS
The traffic analysis prepared for the study intersections using the HCM 6th Edition methodology and application of the City’s traffic operations criteria is summarized in Table 10–1. The Synchro 11 data worksheets for the analyzed intersections are contained in Appendix B.

10.1 Existing Conditions

10.1.1 Existing Conditions
As indicated in column [1] of Table 10–1, the five study intersections are presently operating at LOS D or better during the weekday AM, MD, and PM peak hours, as well as the SAT peak hour under Existing conditions. The existing traffic volumes at the study intersections during the four analyzed peak hours are displayed in Figures 6–1, 6–2, 6–3, and 6–4.

10.1.2 Existing with Project Conditions
As shown in column [2] of Table 10–1, application of the City’s threshold criteria to the Existing with Project scenario indicates that the Project is not expected to exceed the operations criteria at any of the five study intersections. Therefore, no transportation improvement measures are required or recommended with respect to these intersections under Existing with Project conditions. The Existing with Project traffic volumes at the study intersections during the weekday AM, MD, and PM peak hours, as well as the SAT peak hour are illustrated in Figures 10–1, 10–2, 10–3, and 10–4, respectively.

10.2 Future Conditions

10.2.1 Future Cumulative Baseline Conditions
The Future Cumulative Baseline conditions were forecast based on the addition of traffic generated by the completion and occupancy of the related projects, as well as the growth in traffic due to the combined effects of continuing development, intensification of existing developments and other factors (i.e., ambient growth). The delay values at the study intersections are incrementally increased with the addition of ambient traffic and traffic generated by the related projects listed in Table 7–1.

As presented in column [3] of Table 10–1, the five study intersections are expected to operate at LOS D or better during the weekday AM, MD, and PM peak hours, as well as the SAT peak hour with the addition of growth in ambient traffic and related project traffic under Future cumulative baseline conditions. The Future Cumulative Baseline (existing, ambient growth and related projects) traffic volumes at the study intersections during the weekday AM, MD, and PM peak hours, as well as the SAT peak hour are illustrated in Figures 10–5, 10–6, 10–7, and 10–8, respectively.

10.2.2 Future Cumulative with Project Conditions
The Future Cumulative with Project conditions were forecast based on the addition of traffic generated by the Project plus completion and occupancy of related projects. As shown in column [4] of Table 10–1, application of the City’s threshold criteria to the Future Cumulative -43-
Table 10-1

SUMMARY OF DELAY VALUES
AND LEVELS OF SERVICE [A]
25-Jul-23
[1] [2] [3] [4]
YEAR 2023 CHANGE YEAR 2027 YEAR 2027 CHANGE
YEAR 2023 EXISTING IN CRITERIA FUTURE CUMULATIVE FUTURE CUMULATIVE IN CRITERIA

PEAK EXISTING WITH PROJECT DELAY EXCEEDED BASELINE WITH PROJECT DELAY EXCEEDED NO. INTERSECTION HOUR DELAY [B] LOS [C] DELAY [B] LOS [C] [(2)-(1)] [D] DELAY [B] LOS [C] DELAY [B] LOS [C] [(4)-(3)] [D] 1 N. Santa Monica Boulevard / AM 35.1 D 35.2 D 0.1 NO 36.3 D 36.5 D 0.2 NO Wilshire Boulevard MD 33.7 C 33.8 C 0.1 NO 35.6 D 35.9 D 0.3 NO PM 35.4 D 35.6 D 0.2 NO 39.3 D 39.5 D 0.2 NO
SAT 34.2 C 34.3 C 0.1 NO 37.2 D 37.4 D 0.2 NO
2 S. Santa Monica Boulevard / AM 19.6 B 19.7 B 0.1 NO 20.6 C 20.7 C 0.1 NO Wilshire Boulevard MD 21.6 C 21.8 C 0.2 NO 25.1 C 25.4 C 0.3 NO PM 21.5 C 21.8 C 0.3 NO 25.5 C 26.2 C 0.7 NO
SAT 18.9 B 19.0 B 0.1 NO 20.0 B 20.2 C 0.2 NO
3 S. Santa Monica Boulevard / AM 5.5 A 5.6 A 0.1 NO 6.2 A 6.4 A 0.2 NO Charleville Boulevard MD 6.9 A 7.0 A 0.1 NO 8.2 A 8.4 A 0.2 NO PM 5.7 A 5.9 A 0.2 NO 8.4 A 8.6 A 0.2 NO
SAT 5.9 A 6.1 A 0.2 NO 8.4 A 8.6 A 0.2 NO
4 Linden Drive / AM 32.9 C 32.7 C -0.2 NO 30.3 C 30.2 C -0.1 NO Wilshire Boulevard MD 33.3 C 33.7 C 0.4 NO 28.0 C 28.4 C 0.4 NO PM 26.8 C 26.8 C 0.0 NO 24.3 C 24.4 C 0.1 NO
SAT 38.0 D 38.2 D 0.2 NO 36.6 D 36.7 D 0.1 NO
5 Roxbury Drive - Brighton Way / AM 22.0 C 22.0 C 0.0 NO 22.4 C 22.4 C 0.0 NO Wilshire Boulevard MD 23.9 C 23.9 C 0.0 NO 24.5 C 24.6 C 0.1 NO PM 23.5 C 23.5 C 0.0 NO 24.2 C 24.2 C 0.0 NO
SAT 22.1 C 22.0 C -0.1 NO 22.5 C 22.5 C 0.0 NO
[A] Pursuant to the City of Beverly Hills Local Transportation Assessment Guidelines, October 2019, the Highway Capacity Manual ("HCM") methodology for signalized intersections was utilized to calculate delay values and levels of service. [B] Control delay reported in seconds per vehicle.[C] Signalized Intersection Levels of Service were based on the following criteria:

Control Delay (s/veh) LOS
<= 10 A
> 10-20 B> 20-35 C> 35-55 D> 55-80 E
> 80 F
[D] According to the City of Beverly Hills, intersection operations shall be evaluated based on the following criteria:

Level of Service Average Total Delay (s/veh) Project-Related Increase in Delay (s/veh) D > 35.0 - 55.0 equal to or greater than 10 seconds
E or F > 55.0 equal to or greater than 5 seconds

WEEKDAY AM, MIDDAY, AND PM / SATURDAY MIDDAY PEAK HOURS LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 1-23-4565-1 129 Linden
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with Project scenario indicates that the proposed Project is not expected to exceed the operations criteria at any of the five study intersections. Therefore, no transportation improvement measures are required or recommended with respect to these intersections under the Future Cumulative with Project conditions. The Future Cumulative with Project (existing, ambient growth, related projects, and Project) traffic volumes at the study intersections during the weekday AM, MD, and PM peak hours, as well as the SAT peak hour are illustrated in Figures 10–9, 10–10, 10–11, and 10–12, respectively.

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11.0 RESIDENTIAL STREET SEGMENT ANALYSIS
A residential street segment analysis was prepared to evaluate Project-related traffic using local streets to access the Project Site. The following residential street segments located near the Project Site have been analyzed:
x Spalding Drive north of Charleville Boulevard.
x Linden Drive north of Charleville Boulevard.

The potential effects of Project-generated traffic on the study street segments were identified using criteria set forth in the City’s Local TAG. According to the City’s Local TAG, the operations criteria on a residential street is exceeded if the increase in Project Average Daily Traffic (“ADT”) or peak hour volumes as presented in Table 11–1.

Table 11-1

CITY OF BEVERLY HILLS

LOCAL RESIDENTIAL STREET SEGMENT OPERATIONS CRITERIA
Projected Average Daily Traffic with Project
(Final ADT)
Project Related Increase in
Final ADT or Peak Hour
0 to 2,000 16 percent or more
2,001 to 4,000 12 percent or more
4,001 to 6,750 8 percent or more
6,751 or more 6.25 percent or more
Automatic 24-hour machine traffic counts were conducted on Wednesday, June 21, 2023, and Saturday, June 24, 2023, for the analyzed street segments. Copies of the 24-hour machine counts are contained in Appendix A.

The forecast traffic conditions at the analyzed street segments over a 24-hour period for Existing, Existing with Project, Future Cumulative Baseline, and Future Cumulative with Project scenarios are summarized for daily and peak hour conditions in Tables 11–2 and 11–3, respectively. As presented in Column [1] of Table 11–2, the actual 24-hour count data was utilized to evaluate existing weekday and Saturday conditions on the segment. As presented in Column [1] of Table 11–3, the actual weekday AM, MD, and PM peak hours, as well as the SAT peak hour count data were utilized to evaluate existing peak hour conditions on the segments.10 Additionally, as shown in Column [1] of Tables 11–2 and 11–3, a 1.0% annual ambient growth rate through the year 2023 was conservatively added to the Existing ADT and peak hour volume in order to estimate the Future Cumulative Baseline traffic volumes. 10 Peak hour traffic volumes on the segment of Spalding Drive, north of Charleville Boulevard, were obtained from the ADT counts, which are provided in Appendix A.
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Table 11-2

RESIDENTIAL STREET SEGMENT ANALYSIS SUMMARY

WEEKDAY AND SATURDAY AVERAGE DAILY TRAFFIC
25-Jul-23
[1] [2] [3]

PROPOSED DAILY PROJECTED ADT
24-HOUR PROJECT PROJECT WITH PROJECT ADT %
24-HOUR VOLUME DISTRIBUTION [b] BUILD-OUT (FINAL ADT) INCREASE EXCEEDS NO. STREET SEGMENT SCENARIO [a] PERIOD W/O PROJECT IN OUT TRIP ENDS [c] [(1)+(3)] WITH PROJECT CRITERIA [d] Existing 2023 Weekday 3,228 30.0% 0.0% 187 3,415 5.8% NO 1 Spalding Drive Saturday 1,876 30.0% 0.0% 190 2,066 10.1% NO north of Charleville Boulevard
(southwest of Project Site)
Future 2027 Weekday 3,357 30.0% 0.0% 187 3,544 5.6% NO
Saturday 1,951 30.0% 0.0% 190 2,141 9.7% NO
Existing 2023 Weekday 3,669 0.0% 30.0% 186 3,855 5.1% NO 2 Linden Drive Saturday 2,210 0.0% 30.0% 190 2,400 8.6% NO north of Charleville Boulevard
(southeast of Project Site)
Future 2027 Weekday 3,816 0.0% 30.0% 186 4,002 4.9% NO
Saturday 2,298 0.0% 30.0% 190 2,488 8.3% NO
[a] Future 2027 traffic volumes estimated by applying a 1.0% annual growth factor to Existing 2023 traffic volumes. [b] See Figure 8-1 (Project Trip Distribution) for the forecast assignment of Project trips to Spalding Drive and Linden Drive, north of Charleville Boulevard. [c] Forecast weekday daily trips (622 inbound trips, 621 outbound trips) and Saturday daily trips (633 inbound trips, 632 outbound trips) per Table 8-1 (Project Trip Generation) applied to forecast assignment of trips on street segment in Column [3]. [d] According to City of Beverly Hills Local Transportation Assessment Guidelines, October 2019, operations on a local residential street shall be based on the following criteria:

Projected ADT with Project-Related Increase in
Project (Final ADT) Final ADT or Peak Hour
0 to 2,000 16 percent or more
2,001 to 4,000 12 percent or more
4,001 to 6,750 8 percent or more
6,751 or more 6.25 percent or more
[6]
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Table 11-3

RESIDENTIAL STREET SEGMENT ANALYSIS SUMMARY

WEEKDAY MIDDAY AND PM / SATURDAY MIDDAY PEAK HOURS
31-Jul-23
[1] [2] [3]

PROJECTED PEAK PEAK HOUR
PEAK HOUR PROJECT HOUR VOLUME PROJECTED ADT VOLUME %

VOLUME W/O TRAFFIC WITH PROJECT WITH PROJECT INCREASE EXCEEDS NO. STREET SEGMENT SCENARIO PEAK HOUR PROJECT [a], [b] VOLUME [c] [(1)+(2)] (FINAL ADT) [d] WITH PROJECT CRITERIA [e] Existing 2023 AM 227 9 236 3,415 4.0% NO
MD 251 12 263 3,415 4.8% NO
PM 286 15 301 3,415 5.2% NO
1 Spalding Drive SAT 171 18 189 2,066 10.5% NO
north of Charleville Boulevard
(southwest of Project Site)
Future 2027 AM 236 9 245 3,544 3.8% NO
MD 261 12 273 3,544 4.6% NO
PM 298 15 313 3,544 5.0% NO
SAT 178 18 196 2,141 10.1% NO
Existing 2023 AM 244 12 256 3,855 4.9% NO
MD 272 15 287 3,855 5.5% NO
PM 321 12 333 3,855 3.7% NO
2 Linden Drive SAT 184 12 196 2,400 6.5% NO
north of Charleville Boulevard
(southeast of Project Site)
Future 2027 AM 255 12 267 4,002 4.7% NO
MD 282 15 297 4,002 5.3% NO
PM 334 12 346 4,002 3.6% NO
SAT 192 12 204 2,488 6.3% NO
[a] See Figures 6-1, 6-2, 6-3, and 6-4 (Existing Traffic Volumes) and Figures 10-5, 10-6, 10-7, and 10-8 (Future Cumulative Baseline Traffic Volumes) for peak hour trips on Spalding Drive and Linden Drive, north of Charleville Boulevard. [b] Peak hour traffic counts were not collected at the intersection of Spalding Drive and Wilshire Boulevard. Peak hour volumes obtained from ADT counts, contained in Appendix A . Future 2027 traffic volumes estimated by applying a 1.0% annual growth factor to Existing 2023 traffic volumes. [c] See Figures 8-2, 8-3, 8-4, and 8-5 (Net New Project Traffic Volumes) for forecast Project traffic volumes on Spalding Drive and Linden Drive, north of Charleville Boulevard.
[d] See Column [6] on Table 11-2 (Neighborhood Street Segment Analysis Summary - Weekday and Saturday Average Daily Traffic) for Final Weekday and Saturday ADT.
[e] According to City of Beverly Hills Local Transportation Assessment Guidelines , October 2019, operations on a local residential street shall be based on the following criteria:

Projected ADT with Project-Related Increase in
Project (Final ADT) Final ADT or Peak Hour
0 to 2,000 16 percent or more
2,001 to 4,000 12 percent or more
4,001 to 6,750 8 percent or more
6,751 or more 6.25 percent or more
[4]
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As presented in Column [6] of Table 11–2, the Project trips would increase ADT traffic volumes on the segment of Spalding Drive, north of Charleville Boulevard, by 5.8% and 10.1% under Existing with Project conditions for a typical weekday and Saturday, respectively. The Project trips would increase ADT traffic volumes on the segment of Linden Drive, north of Charleville Boulevard, by 5.1% and 8.6% under Existing with Project conditions for a typical weekday and Saturday, respectively. Additionally, the Project would increase ADT traffic volumes on the segment of Spalding Drive, north of Charleville Boulevard, by 5.6% and 9.7% under Future Cumulative with Project conditions for a typical weekday and Saturday, respectively. The Project would increase ADT traffic volumes on the segment of Linden Drive, north of Charleville Boulevard, by 4.9% and 8.3% under Future Cumulative with Project conditions for a typical weekday and Saturday, respectively. Based on the criteria set forth in the City’s Local TAG, the Project is not expected to exceed the operations criteria on the study street segments on a typical weekday or Saturday.

As presented in Column [4] of Table 11–3, the Project trips would increase peak hour traffic volumes by 4.0%, 4.8%, 5.2%, and 10.5% for the weekday AM, MD, and PM peak hours, and SAT peak hour, respectively, on the segment of Spalding Drive, north of Charleville Boulevard under Existing with Project conditions. On the segment of Linden Drive, north of Charleville Boulevard, the Project trips would increase peak hour traffic volumes by 4.9%, 5.5%, 3.7%, and

6.5% for the weekday AM, MD, and PM peak hours, and SAT peak hour, respectively, under Existing with Project conditions. Additionally, the Project would increase peak hour traffic volumes by 3.8%, 4.6%, 5.0%, and 10.1% for the weekday AM, MD, and PM peak hours, and SAT peak hour, respectively, on the segment of Spalding Drive, north of Charleville Boulevard, under Future Cumulative with Project conditions. On the segment of Linden Drive, north of Charleville Boulevard, the Project trips would increase peak hour traffic volumes by 4.7%, 5.3%,

3.6%, and 6.3% for the weekday AM, MD, and PM peak hours, and SAT peak hour, respectively, under Future Cumulative with Project conditions. Based on the criteria set forth in the City’s Local TAG, the Project is not expected to exceed the operations criteria on the study street segments during the weekday AM, MD, and PM peak hours, as well as the SAT peak hour. -61-
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12.0 PROJECT TRANSPORTATION DEMAND AND TRIP REDUCTION MEASURES Section 10-7-301 of the BHMC provides the transportation demand management (‘TDM”) and trip reduction measures that the Project is required to implement. Per Section 10-7-301(A), the requirements for the Project related to TDM and trip reduction measures are as follows:

1. Prior to occupancy of any non-residential development, the developer shall designate at least one existing parking space for carpool usage. Such designation shall include signage satisfactory to the Director of Transportation.

2. Prior to the occupancy of a non-residential development that equals or exceeds 15,000 square feet in total area, the developer shall provide the following to the satisfaction of the Director of Transportation:
a. A bulletin board, display case, or kiosk displaying transportation information in a prominent area accessible to employees. Such information shall include, but is not limited to, the following:

1. Current maps, routes, and schedules for public transit routes serving the site;

2. Telephone numbers for referrals on transportation information including numbers for the regional ridesharing agency and local transit operators;

3. Ridesharing promotional material supplied by commuter oriented organizations;

4. Bicycle route and facility information, including regional/local bicycle maps and bicycle safety information;

5. A listing of facilities available for carpoolers, vanpoolers, bicyclists, transit riders, and pedestrians at the site;

6. A notice which provides the following: “The Owner of this building is required to comply with the Transportation Demand Management Program of the City of Beverly Hills. If you have any questions about the requirements of the Program or about enforcement of the Program, please contact the Beverly Hills Department of Transportation at (310) 285-2553.”

3. Prior to the occupancy of a non-residential development that equals or exceeds 25,000 square feet in total area, the developer shall comply with Subsections (A)(1) and A(2) of this Section and shall comply with the following additional requirements to the satisfaction of the Director of Transportation:
a. Not less than 10% of the employee parking shall be signed, striped, and reserved for use by carpool or vanpool vehicles and located as close as is practical to the employee entrance(s) without displacing handicapped and customer parking needs. This -62-
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preferential parking shall be identified on the site plan upon the application for a building permit.
b. A statement that preferential carpool or vanpool spaces for employees are available and a description of the method for obtaining such spaces shall be included on the transportation information board required by Subsection (A)(2) of this Section. c. Preferential parking spaces reserved for vanpools shall be accessible to vanpool vehicles. When located within a parking structure, a minimum vertical interior clearance of seven feet two inches (7’2”) shall be provided for those spaces and accessways to be used by vanpool vehicles. Adequate turning radii and parking space dimensions shall be provided for vanpool parking areas to the satisfaction of the Director of Transportation.
d. Bicycle racks or other secure bicycle parking shall be provided to accommodate four (4) bicycles for the first 50,000 square feet of non-residential development and one bicycle for each 50,000 square feet of non-residential development. If such calculations result in a fraction of 0.5 or higher, the fraction shall be rounded up to the nearest whole number. Secure bicycle parking may consist of a fully enclosed space or a locker only accessible to the owner or operator of the bicycle which protects the bicycle from inclement weather. Specific facilities and their location shall be provided to the satisfaction of the Director of Transportation.

The Director of Transportation may require additional bicycle racks or secure bicycle parking if the Director determines that:

1. The anticipated occupant or occupants of the development are likely to generate a greater than usual demand for bicycle parking for commuters; or

2. Additional bicycle facilities are necessary to mitigate substantial traffic impacts; or

3. The location or design of the development allows for the provision of additional bicycle facilities without imposing a hardship on the developer or property owner.

If the requires additional bicycle facilities pursuant to this Section, then the Director shall promptly provide the developer with written notice of his or her decision. The developer or property owner may appeal the decision of the Director to the City Council within ten (10) days after notice is deposited in the United States mail, postage prepaid. The procedures governing the appeal shall be the procedures set forth in Title 1, Chapter 4 of the BHMC.

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of this Section and shall comply with the following additional requirements to the satisfaction of the Director of Transportation:
a. The development shall include sidewalks or other designated pathways following direct and safe routes from the external pedestrian circulation system to each building in the development.
b. If determined necessary by the City to mitigate the impacts of the development project, bus stop improvements shall be provided to the satisfaction of the Director of Transportation. The Director will consult with the local bus service provider in order to determine appropriate improvements.

1. The Director shall notify the developer in writing of any bus stop improvements required pursuant to this Section. The Director’s decision to require bus stop improvements may be appealed by the Developer to the City Council pursuant to Title 1, Chapter 4, Article 1 of the BHMC.

2. When locating bus stops and/or planning building entrances, the developer and the City shall consider that commuters should be afforded entrances that are safe, efficient, and that have direct access to nearby transit stations or stops. c. The development shall include safe and convenient access from the external circulation system to bicycle parking facilities onsite.

The Project will comply with the required TDM and trip reduction measures detailed in Section 10-7-301 of the BHMC.
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13.0 CONCLUSIONS
This TIA has been prepared to evaluate the potential transportation impacts due to the proposed 129 Linden project located at 125-129 S. Linden Drive in the City of Beverly Hills. A VMT assessment has been prepared in accordance with the City’s CEQA transportation thresholds.

Based on the guidance provided in the City’s VMT Guidelines, supplemented by the guidance provided in the OPR Technical Advisory, the VMT impacts of the Project are determined to be less than significant.

Per the City’s Local TAG, a LOS analysis and other analyses deemed appropriate by the City should be prepared in a Local Transportation Assessment to inform decision makers of the overall transportation effects of a project. Accordingly, five study intersections were identified and analyzed to determine changes in operations following construction and occupancy of the Project. Application of the operations criteria from the City indicate that none of the five study intersections would exceed the operations criteria with the addition of the forecast Project traffic.

Accordingly, no transportation improvement measures are required or recommended for the study intersections.

The Project was reviewed for potential conflicts with adopted plans and policies related to active transportation. The Project is located close to the Wilshire Boulevard, N. Santa Monica Boulevard, and S. Santa Monica Boulevard corridors, which provide access and connectivity to pedestrian and transit networks in the direct Project vicinity. These connections will be further enhanced once the PLE is completed through the City. Further, the Project will not conflict with the City’s planned streetscape improvements along Wilshire Boulevard as part of Connect Beverly Hills. While bicycle infrastructure is not currently provided along the Project Site’s Linden Drive frontage, development of the Project would not preclude the City from providing future bicycle infrastructure along Linden Drive, or any other roadway within the vicinity of the Project Site. The Project will provide bicycle parking in accordance with the BHMC.

A residential street segment analysis has been prepared to evaluate Project-related traffic using local streets to access the Project Site. Two residential street segments were identified and analyzed to determine increases in ADT and peak hour traffic volumes following construction and occupancy of the Project. Application of the residential street segment threshold criteria from the City indicate that the analyzed street segments are not expected to exceed the City’s threshold criteria with the addition of the forecast Project traffic.

Finally, a review of the TDM and trip reduction measure requirements per the BHMC has been prepared. The Project will comply with the required TDM and trip reduction measures detailed in Section 10-7-301 of the BHMC.
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APPENDIX A

MANUAL TRAFFIC COUNT DATA
File Name : 02_BVH_SM_Wil AM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 243 140 383 22 126 0 148 0 125 5 130 61 101 4 166 827 07:15 AM 0 259 126 385 30 150 3 183 0 111 7 118 72 93 6 171 857 07:30 AM 0 246 141 387 43 194 4 241 0 140 7 147 105 119 8 232 1007 07:45 AM 0 253 105 358 32 197 2 231 0 140 10 150 113 195 9 317 1056 Total 0 1001 512 1513 127 667 9 803 0 516 29 545 351 508 27 886 3747 08:00 AM 0 269 118 387 44 156 3 203 0 149 13 162 103 172 15 290 1042 08:15 AM 0 253 92 345 32 186 1 219 0 126 22 148 130 204 12 346 1058 08:30 AM 0 274 70 344 47 176 6 229 0 137 29 166 118 185 7 310 1049 08:45 AM 0 276 58 334 60 156 8 224 1 105 20 126 121 265 16 402 1086 Total 0 1072 338 1410 183 674 18 875 1 517 84 602 472 826 50 1348 4235 Grand Total 0 2073 850 2923 310 1341 27 1678 1 1033 113 1147 823 1334 77 2234 7982 Apprch % 0 70.9 29.1 18.5 79.9 1.6 0.1 90.1 9.9 36.8 59.7 3.4 Total % 0 26 10.6 36.6 3.9 16.8 0.3 21 0 12.9 1.4 14.4 10.3 16.7 1 28 Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 269 118 387 44 156 3 203 0 149 13 162 103 172 15 290 1042 08:15 AM 0 253 92 345 32 186 1 219 0 126 22 148 130 204 12 346 1058 08:30 AM 0 274 70 344 47 176 6 229 0 137 29 166 118 185 7 310 1049 08:45 AM 0 276 58 334 60 156 8 224 1 105 20 126 121 265 16 402 1086 Total Volume 0 1072 338 1410 183 674 18 875 1 517 84 602 472 826 50 1348 4235 % App. Total 0 76 24 20.9 77 2.1 0.2 85.9 14 35 61.3 3.7 PHF .000 .971 .716 .911 .763 .906 .563 .955 .250 .867 .724 .907 .908 .779 .781 .838 .975 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_BVH_SM_Wil AM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Santa Monica Boulevard
Wilshire Boulevard
Wilshire Boulevard
Santa Monica Boulevard
Right
338
Thru
1072
Left
0 Out In Total
1007 1410 2417
Right
18 Thru
674
Left
183
Out Total In
910 875 1785
Left
1 Thru
517
Right
84 Out In Total
1305 602 1907
Left
472
Thru
826
Right
50 Total Out In
1013 1348 2361
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 07:45 AM 08:00 AM
+0 mins. 0 259 126 385 43 194 4 241 0 140 10 150 103 172 15 290 +15 mins. 0 246 141 387 32 197 2 231 0 149 13 162 130 204 12 346 +30 mins. 0 253 105 358 44 156 3 203 0 126 22 148 118 185 7 310 +45 mins. 0 269 118 387 32 186 1 219 0 137 29 166 121 265 16 402 Total Volume 0 1027 490 1517 151 733 10 894 0 552 74 626 472 826 50 1348 % App. Total 0 67.7 32.3 16.9 82 1.1 0 88.2 11.8 35 61.3 3.7 PHF .000 .954 .869 .980 .858 .930 .625 .927 .000 .926 .638 .943 .908 .779 .781 .838 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_BVH_SM_Wil MD
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:00 AM 0 229 90 319 42 121 13 176 0 125 32 157 100 192 17 309 961 11:15 AM 0 260 72 332 43 125 6 174 0 119 35 154 106 202 13 321 981 11:30 AM 0 249 92 341 33 133 6 172 0 127 19 146 99 205 8 312 971 11:45 AM 0 241 95 336 43 185 4 232 0 115 36 151 120 201 13 334 1053 Total 0 979 349 1328 161 564 29 754 0 486 122 608 425 800 51 1276 3966 12:00 PM 0 228 99 327 36 157 14 207 0 166 26 192 107 197 17 321 1047 12:15 PM 1 224 77 302 36 160 16 212 0 145 16 161 124 195 17 336 1011 12:30 PM 0 249 76 325 42 153 10 205 0 213 26 239 102 183 10 295 1064 12:45 PM 0 244 110 354 39 133 6 178 0 154 29 183 120 213 12 345 1060 Total 1 945 362 1308 153 603 46 802 0 678 97 775 453 788 56 1297 4182 01:00 PM 0 230 101 331 55 167 7 229 0 169 22 191 100 210 14 324 1075 01:15 PM 0 228 87 315 38 143 7 188 0 130 25 155 113 219 10 342 1000 01:30 PM 0 216 98 314 35 165 8 208 0 163 17 180 84 213 11 308 1010 01:45 PM 0 214 85 299 47 151 7 205 0 132 36 168 121 220 11 352 1024 Total 0 888 371 1259 175 626 29 830 0 594 100 694 418 862 46 1326 4109 Grand Total 1 2812 1082 3895 489 1793 104 2386 0 1758 319 2077 1296 2450 153 3899 12257 Apprch % 0 72.2 27.8 20.5 75.1 4.4 0 84.6 15.4 33.2 62.8 3.9 Total % 0 22.9 8.8 31.8 4 14.6 0.8 19.5 0 14.3 2.6 16.9 10.6 20 1.2 31.8 Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:15 PM
12:15 PM 1 224 77 302 36 160 16 212 0 145 16 161 124 195 17 336 1011 12:30 PM 0 249 76 325 42 153 10 205 0 213 26 239 102 183 10 295 1064 12:45 PM 0 244 110 354 39 133 6 178 0 154 29 183 120 213 12 345 1060 01:00 PM 0 230 101 331 55 167 7 229 0 169 22 191 100 210 14 324 1075 Total Volume 1 947 364 1312 172 613 39 824 0 681 93 774 446 801 53 1300 4210 % App. Total 0.1 72.2 27.7 20.9 74.4 4.7 0 88 12 34.3 61.6 4.1 PHF .250 .951 .827 .927 .782 .918 .609 .900 .000 .799 .802 .810 .899 .940 .779 .942 .979 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_BVH_SM_Wil MD
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Santa Monica Boulevard
Wilshire Boulevard
Wilshire Boulevard
Santa Monica Boulevard
Right
364
Thru
947
Left
1 Out In Total
1166 1312 2478
Right
39 Thru
613
Left
172
Out Total In
895 824 1719
Left
0 Thru
681
Right
93 Out In Total
1172 774 1946
Left
446
Thru
801
Right
53 Total Out In
977 1300 2277
Peak Hour Begins at 12:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
11:15 AM 11:45 AM 12:00 PM 01:00 PM
+0 mins. 0 260 72 332 43 185 4 232 0 166 26 192 100 210 14 324 +15 mins. 0 249 92 341 36 157 14 207 0 145 16 161 113 219 10 342 +30 mins. 0 241 95 336 36 160 16 212 0 213 26 239 84 213 11 308 +45 mins. 0 228 99 327 42 153 10 205 0 154 29 183 121 220 11 352 Total Volume 0 978 358 1336 157 655 44 856 0 678 97 775 418 862 46 1326 % App. Total 0 73.2 26.8 18.3 76.5 5.1 0 87.5 12.5 31.5 65 3.5 PHF .000 .940 .904 .979 .913 .885 .688 .922 .000 .796 .836 .811 .864 .980 .821 .942 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_BVH_SM_Wil PM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 223 106 329 36 208 8 252 0 169 9 178 117 228 6 351 1110 04:15 PM 0 219 107 326 25 209 7 241 0 179 12 191 111 230 11 352 1110 04:30 PM 0 224 117 341 23 212 4 239 0 176 24 200 98 216 6 320 1100 04:45 PM 0 220 109 329 21 213 20 254 0 213 10 223 116 265 11 392 1198 Total 0 886 439 1325 105 842 39 986 0 737 55 792 442 939 34 1415 4518 05:00 PM 0 245 112 357 32 235 12 279 0 220 14 234 119 217 9 345 1215 05:15 PM 0 254 146 400 38 259 7 304 0 169 16 185 114 260 2 376 1265 05:30 PM 0 220 136 356 22 207 9 238 1 153 34 188 113 240 6 359 1141 05:45 PM 0 221 129 350 28 261 3 292 0 185 18 203 108 242 3 353 1198 Total 0 940 523 1463 120 962 31 1113 1 727 82 810 454 959 20 1433 4819 Grand Total 0 1826 962 2788 225 1804 70 2099 1 1464 137 1602 896 1898 54 2848 9337 Apprch % 0 65.5 34.5 10.7 85.9 3.3 0.1 91.4 8.6 31.5 66.6 1.9 Total % 0 19.6 10.3 29.9 2.4 19.3 0.7 22.5 0 15.7 1.5 17.2 9.6 20.3 0.6 30.5 Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 220 109 329 21 213 20 254 0 213 10 223 116 265 11 392 1198 05:00 PM 0 245 112 357 32 235 12 279 0 220 14 234 119 217 9 345 1215 05:15 PM 0 254 146 400 38 259 7 304 0 169 16 185 114 260 2 376 1265 05:30 PM 0 220 136 356 22 207 9 238 1 153 34 188 113 240 6 359 1141 Total Volume 0 939 503 1442 113 914 48 1075 1 755 74 830 462 982 28 1472 4819 % App. Total 0 65.1 34.9 10.5 85 4.5 0.1 91 8.9 31.4 66.7 1.9 PHF .000 .924 .861 .901 .743 .882 .600 .884 .250 .858 .544 .887 .971 .926 .636 .939 .952 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_BVH_SM_Wil PM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Santa Monica Boulevard
Wilshire Boulevard
Wilshire Boulevard
Santa Monica Boulevard
Right
503
Thru
939
Left
0 Out In Total
1265 1442 2707
Right
48 Thru
914
Left
113
Out Total In
1056 1075 2131
Left
1 Thru
755
Right
74 Out In Total
1080 830 1910
Left
462
Thru
982
Right
28 Total Out In
1418 1472 2890
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 04:15 PM 04:45 PM
+0 mins. 0 245 112 357 32 235 12 279 0 179 12 191 116 265 11 392 +15 mins. 0 254 146 400 38 259 7 304 0 176 24 200 119 217 9 345 +30 mins. 0 220 136 356 22 207 9 238 0 213 10 223 114 260 2 376 +45 mins. 0 221 129 350 28 261 3 292 0 220 14 234 113 240 6 359 Total Volume 0 940 523 1463 120 962 31 1113 0 788 60 848 462 982 28 1472 % App. Total 0 64.3 35.7 10.8 86.4 2.8 0 92.9 7.1 31.4 66.7 1.9 PHF .000 .925 .896 .914 .789 .921 .646 .915 .000 .895 .625 .906 .971 .926 .636 .939 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_BVH_SM_Wil SAT
Site Code : 05723627
Start Date : 6/24/2023
Page No : 1
City of Beverly Hills
N/S: Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:00 AM 0 208 90 298 25 115 4 144 0 157 14 171 124 145 6 275 888 11:15 AM 0 211 103 314 21 115 10 146 0 166 19 185 121 135 4 260 905 11:30 AM 0 218 130 348 42 137 11 190 0 177 10 187 108 143 14 265 990 11:45 AM 0 210 110 320 28 143 8 179 0 196 16 212 137 188 5 330 1041 Total 0 847 433 1280 116 510 33 659 0 696 59 755 490 611 29 1130 3824 12:00 PM 0 202 123 325 28 143 8 179 0 146 13 159 105 185 9 299 962 12:15 PM 0 230 124 354 40 154 5 199 0 158 20 178 136 201 12 349 1080 12:30 PM 0 232 139 371 28 149 6 183 0 189 9 198 139 170 5 314 1066 12:45 PM 0 246 99 345 31 143 14 188 0 193 20 213 133 188 10 331 1077 Total 0 910 485 1395 127 589 33 749 0 686 62 748 513 744 36 1293 4185 01:00 PM 0 238 113 351 37 181 12 230 0 159 14 173 117 147 13 277 1031 01:15 PM 0 219 123 342 25 194 10 229 0 159 15 174 121 174 10 305 1050 01:30 PM 0 233 103 336 33 143 5 181 0 184 10 194 128 165 6 299 1010 01:45 PM 0 234 98 332 32 159 4 195 0 167 10 177 143 171 9 323 1027 Total 0 924 437 1361 127 677 31 835 0 669 49 718 509 657 38 1204 4118 Grand Total 0 2681 1355 4036 370 1776 97 2243 0 2051 170 2221 1512 2012 103 3627 12127 Apprch % 0 66.4 33.6 16.5 79.2 4.3 0 92.3 7.7 41.7 55.5 2.8 Total % 0 22.1 11.2 33.3 3.1 14.6 0.8 18.5 0 16.9 1.4 18.3 12.5 16.6 0.8 29.9 Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:15 PM
12:15 PM 0 230 124 354 40 154 5 199 0 158 20 178 136 201 12 349 1080 12:30 PM 0 232 139 371 28 149 6 183 0 189 9 198 139 170 5 314 1066 12:45 PM 0 246 99 345 31 143 14 188 0 193 20 213 133 188 10 331 1077 01:00 PM 0 238 113 351 37 181 12 230 0 159 14 173 117 147 13 277 1031 Total Volume 0 946 475 1421 136 627 37 800 0 699 63 762 525 706 40 1271 4254 % App. Total 0 66.6 33.4 17 78.4 4.6 0 91.7 8.3 41.3 55.5 3.1 PHF .000 .961 .854 .958 .850 .866 .661 .870 .000 .905 .788 .894 .944 .878 .769 .910 .985 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_BVH_SM_Wil SAT
Site Code : 05723627
Start Date : 6/24/2023
Page No : 2
City of Beverly Hills
N/S: Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Santa Monica Boulevard
Wilshire Boulevard
Wilshire Boulevard
Santa Monica Boulevard
Right
475
Thru
946
Left
0 Out In Total
1261 1421 2682
Right
37 Thru
627
Left
136
Out Total In
769 800 1569
Left
0 Thru
699
Right
63 Out In Total
1122 762 1884
Left
525
Thru
706
Right
40 Total Out In
1102 1271 2373
Peak Hour Begins at 12:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
12:15 PM 01:00 PM 12:15 PM 12:00 PM
+0 mins. 0 230 124 354 37 181 12 230 0 158 20 178 105 185 9 299 +15 mins. 0 232 139 371 25 194 10 229 0 189 9 198 136 201 12 349 +30 mins. 0 246 99 345 33 143 5 181 0 193 20 213 139 170 5 314 +45 mins. 0 238 113 351 32 159 4 195 0 159 14 173 133 188 10 331 Total Volume 0 946 475 1421 127 677 31 835 0 699 63 762 513 744 36 1293 % App. Total 0 66.6 33.4 15.2 81.1 3.7 0 91.7 8.3 39.7 57.5 2.8 PHF .000 .961 .854 .958 .858 .872 .646 .908 .000 .905 .788 .894 .923 .925 .750 .926 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_BVH_S SM_Wil AM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
S Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 8 42 49 99 3 93 2 98 6 37 19 62 15 84 3 102 361 07:15 AM 7 45 77 129 9 104 3 116 2 49 20 71 17 65 11 93 409 07:30 AM 9 64 74 147 16 154 4 174 9 55 15 79 32 87 5 124 524 07:45 AM 7 66 107 180 13 118 6 137 1 61 23 85 48 136 14 198 600 Total 31 217 307 555 41 469 15 525 18 202 77 297 112 372 33 517 1894 08:00 AM 8 72 93 173 12 107 13 132 9 57 37 103 47 118 20 185 593 08:15 AM 11 78 87 176 12 118 9 139 8 72 38 118 50 171 14 235 668 08:30 AM 12 98 79 189 20 141 15 176 9 123 36 168 62 147 7 216 749 08:45 AM 19 108 106 233 25 104 15 144 7 119 24 150 72 203 10 285 812 Total 50 356 365 771 69 470 52 591 33 371 135 539 231 639 51 921 2822 Grand Total 81 573 672 1326 110 939 67 1116 51 573 212 836 343 1011 84 1438 4716 Apprch % 6.1 43.2 50.7 9.9 84.1 6 6.1 68.5 25.4 23.9 70.3 5.8 Total % 1.7 12.2 14.2 28.1 2.3 19.9 1.4 23.7 1.1 12.2 4.5 17.7 7.3 21.4 1.8 30.5 S Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 8 72 93 173 12 107 13 132 9 57 37 103 47 118 20 185 593 08:15 AM 11 78 87 176 12 118 9 139 8 72 38 118 50 171 14 235 668 08:30 AM 12 98 79 189 20 141 15 176 9 123 36 168 62 147 7 216 749 08:45 AM 19 108 106 233 25 104 15 144 7 119 24 150 72 203 10 285 812 Total Volume 50 356 365 771 69 470 52 591 33 371 135 539 231 639 51 921 2822 % App. Total 6.5 46.2 47.3 11.7 79.5 8.8 6.1 68.8 25 25.1 69.4 5.5 PHF .658 .824 .861 .827 .690 .833 .867 .839 .917 .754 .888 .802 .802 .787 .638 .808 .869 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_BVH_S SM_Wil AM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
S Santa Monica Boulevard
Wilshire Boulevard
Wilshire Boulevard
S Santa Monica Boulevard
Right
365
Thru
356
Left
50 Out In Total
654 771 1425
Right
52 Thru
470
Left
69 Out Total In
824 591 1415
Left
33 Thru
371
Right
135
Out In Total
476 539 1015
Left
231
Thru
639
Right
51 Total Out In
868 921 1789
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 8 72 93 173 12 107 13 132 9 57 37 103 47 118 20 185 +15 mins. 11 78 87 176 12 118 9 139 8 72 38 118 50 171 14 235 +30 mins. 12 98 79 189 20 141 15 176 9 123 36 168 62 147 7 216 +45 mins. 19 108 106 233 25 104 15 144 7 119 24 150 72 203 10 285 Total Volume 50 356 365 771 69 470 52 591 33 371 135 539 231 639 51 921 % App. Total 6.5 46.2 47.3 11.7 79.5 8.8 6.1 68.8 25 25.1 69.4 5.5 PHF .658 .824 .861 .827 .690 .833 .867 .839 .917 .754 .888 .802 .802 .787 .638 .808 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_BVH_S SM_Wil MD
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
S Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:00 AM 16 73 61 150 22 103 12 137 13 117 28 158 61 152 12 225 670 11:15 AM 7 52 65 124 32 101 19 152 8 126 44 178 62 163 11 236 690 11:30 AM 15 78 62 155 29 98 16 143 15 113 47 175 56 152 17 225 698 11:45 AM 27 75 68 170 30 147 16 193 8 121 56 185 57 179 12 248 796 Total 65 278 256 599 113 449 63 625 44 477 175 696 236 646 52 934 2854 12:00 PM 16 71 59 146 29 128 15 172 18 126 43 187 59 140 9 208 713 12:15 PM 11 66 60 137 22 137 19 178 8 106 64 178 80 131 7 218 711 12:30 PM 16 78 63 157 28 139 11 178 11 91 38 140 55 152 6 213 688 12:45 PM 18 46 70 134 23 98 19 140 19 119 56 194 68 171 8 247 715 Total 61 261 252 574 102 502 64 668 56 442 201 699 262 594 30 886 2827 01:00 PM 10 64 67 141 29 143 20 192 13 145 49 207 71 146 12 229 769 01:15 PM 16 64 54 134 42 121 19 182 10 133 37 180 57 167 20 244 740 01:30 PM 11 51 51 113 24 146 18 188 13 110 34 157 71 149 4 224 682 01:45 PM 10 80 46 136 29 146 16 191 10 116 49 175 92 162 11 265 767 Total 47 259 218 524 124 556 73 753 46 504 169 719 291 624 47 962 2958 Grand Total 173 798 726 1697 339 1507 200 2046 146 1423 545 2114 789 1864 129 2782 8639 Apprch % 10.2 47 42.8 16.6 73.7 9.8 6.9 67.3 25.8 28.4 67 4.6 Total % 2 9.2 8.4 19.6 3.9 17.4 2.3 23.7 1.7 16.5 6.3 24.5 9.1 21.6 1.5 32.2 S Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM
01:00 PM 10 64 67 141 29 143 20 192 13 145 49 207 71 146 12 229 769 01:15 PM 16 64 54 134 42 121 19 182 10 133 37 180 57 167 20 244 740 01:30 PM 11 51 51 113 24 146 18 188 13 110 34 157 71 149 4 224 682 01:45 PM 10 80 46 136 29 146 16 191 10 116 49 175 92 162 11 265 767 Total Volume 47 259 218 524 124 556 73 753 46 504 169 719 291 624 47 962 2958 % App. Total 9 49.4 41.6 16.5 73.8 9.7 6.4 70.1 23.5 30.2 64.9 4.9 PHF .734 .809 .813 .929 .738 .952 .913 .980 .885 .869 .862 .868 .791 .934 .588 .908 .962 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_BVH_S SM_Wil MD
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
S Santa Monica Boulevard
Wilshire Boulevard
Wilshire Boulevard
S Santa Monica Boulevard
Right
218
Thru
259
Left
47 Out In Total
868 524 1392
Right
73 Thru
556
Left
124
Out Total In
840 753 1593
Left
46 Thru
504
Right
169
Out In Total
430 719 1149
Left
291
Thru
624
Right
47 Total Out In
820 962 1782
Peak Hour Begins at 01:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
11:45 AM 01:00 PM 12:45 PM 01:00 PM
+0 mins. 27 75 68 170 29 143 20 192 19 119 56 194 71 146 12 229 +15 mins. 16 71 59 146 42 121 19 182 13 145 49 207 57 167 20 244 +30 mins. 11 66 60 137 24 146 18 188 10 133 37 180 71 149 4 224 +45 mins. 16 78 63 157 29 146 16 191 13 110 34 157 92 162 11 265 Total Volume 70 290 250 610 124 556 73 753 55 507 176 738 291 624 47 962 % App. Total 11.5 47.5 41 16.5 73.8 9.7 7.5 68.7 23.8 30.2 64.9 4.9 PHF .648 .929 .919 .897 .738 .952 .913 .980 .724 .874 .786 .891 .791 .934 .588 .908 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_BVH_S SM_Wil PM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
S Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 10 73 65 148 25 161 12 198 17 144 37 198 71 153 9 233 777 04:15 PM 9 59 67 135 24 153 8 185 16 145 47 208 75 158 7 240 768 04:30 PM 11 55 56 122 25 160 11 196 18 189 56 263 67 169 4 240 821 04:45 PM 17 72 74 163 25 163 6 194 23 128 44 195 58 208 4 270 822 Total 47 259 262 568 99 637 37 773 74 606 184 864 271 688 24 983 3188 05:00 PM 12 62 65 139 37 199 12 248 24 147 47 218 53 170 5 228 833 05:15 PM 11 60 85 156 27 187 11 225 11 182 51 244 55 215 3 273 898 05:30 PM 17 61 63 141 18 153 12 183 35 195 52 282 71 197 6 274 880 05:45 PM 15 55 74 144 26 188 10 224 25 183 43 251 60 196 4 260 879 Total 55 238 287 580 108 727 45 880 95 707 193 995 239 778 18 1035 3490 Grand Total 102 497 549 1148 207 1364 82 1653 169 1313 377 1859 510 1466 42 2018 6678 Apprch % 8.9 43.3 47.8 12.5 82.5 5 9.1 70.6 20.3 25.3 72.6 2.1 Total % 1.5 7.4 8.2 17.2 3.1 20.4 1.2 24.8 2.5 19.7 5.6 27.8 7.6 22 0.6 30.2 S Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 12 62 65 139 37 199 12 248 24 147 47 218 53 170 5 228 833 05:15 PM 11 60 85 156 27 187 11 225 11 182 51 244 55 215 3 273 898 05:30 PM 17 61 63 141 18 153 12 183 35 195 52 282 71 197 6 274 880 05:45 PM 15 55 74 144 26 188 10 224 25 183 43 251 60 196 4 260 879 Total Volume 55 238 287 580 108 727 45 880 95 707 193 995 239 778 18 1035 3490 % App. Total 9.5 41 49.5 12.3 82.6 5.1 9.5 71.1 19.4 23.1 75.2 1.7 PHF .809 .960 .844 .929 .730 .913 .938 .887 .679 .906 .928 .882 .842 .905 .750 .944 .972 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_BVH_S SM_Wil PM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
S Santa Monica Boulevard
Wilshire Boulevard
Wilshire Boulevard
S Santa Monica Boulevard
Right
287
Thru
238
Left
55 Out In Total
991 580 1571
Right
45 Thru
727
Left
108
Out Total In
1026 880 1906
Left
95 Thru
707
Right
193
Out In Total
364 995 1359
Left
239
Thru
778
Right
18 Total Out In
1109 1035 2144
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 05:00 PM 05:00 PM 04:45 PM
+0 mins. 17 72 74 163 37 199 12 248 24 147 47 218 58 208 4 270 +15 mins. 12 62 65 139 27 187 11 225 11 182 51 244 53 170 5 228 +30 mins. 11 60 85 156 18 153 12 183 35 195 52 282 55 215 3 273 +45 mins. 17 61 63 141 26 188 10 224 25 183 43 251 71 197 6 274 Total Volume 57 255 287 599 108 727 45 880 95 707 193 995 237 790 18 1045 % App. Total 9.5 42.6 47.9 12.3 82.6 5.1 9.5 71.1 19.4 22.7 75.6 1.7 PHF .838 .885 .844 .919 .730 .913 .938 .887 .679 .906 .928 .882 .835 .919 .750 .953 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_BVH_S SM_Wil SAT
Site Code : 05723627
Start Date : 6/24/2023
Page No : 1
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
S Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:00 AM 3 48 52 103 10 84 6 100 7 76 32 115 39 112 7 158 476 11:15 AM 8 69 47 124 19 88 4 111 7 80 30 117 41 103 11 155 507 11:30 AM 9 53 75 137 17 109 4 130 6 82 44 132 31 114 8 153 552 11:45 AM 5 57 59 121 22 103 3 128 10 95 22 127 59 133 11 203 579 Total 25 227 233 485 68 384 17 469 30 333 128 491 170 462 37 669 2114 12:00 PM 4 42 71 117 21 102 11 134 5 100 33 138 57 125 15 197 586 12:15 PM 6 46 78 130 14 111 7 132 7 87 22 116 72 135 13 220 598 12:30 PM 12 50 72 134 13 100 9 122 13 88 35 136 59 122 2 183 575 12:45 PM 10 60 75 145 22 105 8 135 15 99 35 149 48 145 15 208 637 Total 32 198 296 526 70 418 35 523 40 374 125 539 236 527 45 808 2396 01:00 PM 6 43 78 127 18 132 5 155 14 81 28 123 50 100 12 162 567 01:15 PM 10 49 78 137 17 136 4 157 9 72 28 109 50 127 7 184 587 01:30 PM 8 60 71 139 20 99 10 129 8 98 26 132 51 117 9 177 577 01:45 PM 6 61 89 156 21 104 8 133 5 85 42 132 47 131 11 189 610 Total 30 213 316 559 76 471 27 574 36 336 124 496 198 475 39 712 2341 Grand Total 87 638 845 1570 214 1273 79 1566 106 1043 377 1526 604 1464 121 2189 6851 Apprch % 5.5 40.6 53.8 13.7 81.3 5 6.9 68.3 24.7 27.6 66.9 5.5 Total % 1.3 9.3 12.3 22.9 3.1 18.6 1.2 22.9 1.5 15.2 5.5 22.3 8.8 21.4 1.8 32 S Santa Monica Boulevard
Southbound
Wilshire Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 4 42 71 117 21 102 11 134 5 100 33 138 57 125 15 197 586 12:15 PM 6 46 78 130 14 111 7 132 7 87 22 116 72 135 13 220 598 12:30 PM 12 50 72 134 13 100 9 122 13 88 35 136 59 122 2 183 575 12:45 PM 10 60 75 145 22 105 8 135 15 99 35 149 48 145 15 208 637 Total Volume 32 198 296 526 70 418 35 523 40 374 125 539 236 527 45 808 2396 % App. Total 6.1 37.6 56.3 13.4 79.9 6.7 7.4 69.4 23.2 29.2 65.2 5.6 PHF .667 .825 .949 .907 .795 .941 .795 .969 .667 .935 .893 .904 .819 .909 .750 .918 .940 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_BVH_S SM_Wil SAT
Site Code : 05723627
Start Date : 6/24/2023
Page No : 2
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Wilshire Boulevard
Weather: Clear
S Santa Monica Boulevard
Wilshire Boulevard
Wilshire Boulevard
S Santa Monica Boulevard
Right
296
Thru
198
Left
32 Out In Total
645 526 1171
Right
35 Thru
418
Left
70 Out Total In
684 523 1207
Left
40 Thru
374
Right
125
Out In Total
313 539 852
Left
236
Thru
527
Right
45 Total Out In
754 808 1562
Peak Hour Begins at 12:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
01:00 PM 12:45 PM 12:00 PM 12:00 PM
+0 mins. 6 43 78 127 22 105 8 135 5 100 33 138 57 125 15 197 +15 mins. 10 49 78 137 18 132 5 155 7 87 22 116 72 135 13 220 +30 mins. 8 60 71 139 17 136 4 157 13 88 35 136 59 122 2 183 +45 mins. 6 61 89 156 20 99 10 129 15 99 35 149 48 145 15 208 Total Volume 30 213 316 559 77 472 27 576 40 374 125 539 236 527 45 808 % App. Total 5.4 38.1 56.5 13.4 81.9 4.7 7.4 69.4 23.2 29.2 65.2 5.6 PHF .750 .873 .888 .896 .875 .868 .675 .917 .667 .935 .893 .904 .819 .909 .750 .918 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_BVH_S SM_Char AM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Charleville Boulevard
Weather: Clear
Groups Printed- Total Volume
S Santa Monica Boulevard
Southbound
Charleville Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Parking Access
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 13 31 0 44 405 9 1 59 5 65 000 0 118
07:15 AM 7 37 0 44 103 4 0 53 2 55 000 0 103
07:30 AM 8 80 2 90 7 0 7 14 1 73 8 82 100 1 187
07:45 AM 9 72 0 81 10 0 6 16 1 78 9 88 100 1 186
Total 37 220 2 259 22 0 21 43 3 263 24 290 2 0 0 2 594
08:00 AM 9 81 1 91 7 0 8 15 0 77 4 81 000 0 187
08:15 AM 11 80 0 91 7 0 9 16 1 101 5 107 000 0 214
08:30 AM 12 102 0 114 3 0 8 11 0 112 4 116 100 1 242
08:45 AM 14 128 1 143 13 0 14 27 2 120 5 127 000 0 297
Total 46 391 2 439 30 0 39 69 3 410 18 431 1 0 0 1 940
Grand Total 83 611 4 698 52 0 60 112 6 673 42 721 300 3 1534 Apprch % 11.9 87.5 0.6 46.4 0 53.6 0.8 93.3 5.8 100 0 0 Total % 5.4 39.8 0.3 45.5 3.4 0 3.9 7.3 0.4 43.9 2.7 47 0.2 0 0 0.2 S Santa Monica Boulevard
Southbound
Charleville Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Parking Access
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 9 81 1 91 7 0 8 15 0 77 4 81 000 0 187
08:15 AM 11 80 0 91 7 0 9 16 1 101 5 107 000 0 214
08:30 AM 12 102 0 114 3 0 8 11 0 112 4 116 1 00 1 242
08:45 AM 14 128 1 143 13 0 14 27 2 120 5 127 000 0 297
Total Volume 46 391 2 439 30 0 39 69 3 410 18 431 1 0 0 1 940 % App. Total 10.5 89.1 0.5 43.5 0 56.5 0.7 95.1 4.2 100 0 0 PHF .821 .764 .500 .767 .577 .000 .696 .639 .375 .854 .900 .848 .250 .000 .000 .250 .791 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_BVH_S SM_Char AM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Charleville Boulevard
Weather: Clear
S Santa Monica Boulevard
Parking Access
Charleville Boulevard
S Santa Monica Boulevard
Right
2 Thru
391
Left
46 Out In Total
450 439 889
Right
39 Thru
0 Left
30 Out Total In
64 69 133
Left
3 Thru
410
Right
18 Out In Total
421 431 852
Left
1 Thru
0 Right
0 Total Out In
516
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 07:00 AM
+0 mins. 9 81 1 91 7 0 8 15 0 77 4 81 000 0
+15 mins. 11 80 0 91 7 0 9 16 1 101 5 107 000 0
+30 mins. 12 102 0 114 3 0 8 11 0 112 4 116 1 00 1
+45 mins. 14 128 1 143 13 0 14 27 2 120 5 127 100 1
Total Volume 46 391 2 439 30 0 39 69 3 410 18 431 2 0 0 2 % App. Total 10.5 89.1 0.5 43.5 0 56.5 0.7 95.1 4.2 100 0 0 PHF .821 .764 .500 .767 .577 .000 .696 .639 .375 .854 .900 .848 .500 .000 .000 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_BVH_S SM_Char MD
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Charleville Boulevard
Weather: Clear
Groups Printed- Total Volume
S Santa Monica Boulevard
Southbound
Charleville Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Parking Access
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:00 AM 11 111 2 124 10 0 15 25 5 128 9 142 002 2 293
11:15 AM 9 89 0 98 16 1 17 34 2 139 6 147 003 3 282
11:30 AM 10 109 4 123 13 0 10 23 3 145 11 159 102 3 308 11:45 AM 15 94 3 112 16 0 14 30 2 155 5 162 103 4 308
Total 45 403 9 457 55 1 56 112 12 567 31 610 2 0 10 12 1191 12:00 PM 6 92 0 98 9 0 7 16 3 150 9 162 002 2 278
12:15 PM 8 86 1 95 13 0 10 23 1 148 8 157 000 0 275
12:30 PM 11 95 2 108 12 0 14 26 3 127 10 140 102 3 277
12:45 PM 9 68 1 78 7 0 8 15 2 158 16 176 111 3 272
Total 34 341 4 379 41 0 39 80 9 583 43 635 2 1 5 8 1102 01:00 PM 14 91 2 107 21 0 9 30 0 153 21 174 013 4 315
01:15 PM 15 108 1 124 15 1 13 29 5 154 14 173 001 1 327 01:30 PM 12 80 1 93 15 1 12 28 0 145 14 159 102 3 283
01:45 PM 8 110 0 118 14 1 7 22 0 162 16 178 002 2 320
Total 49 389 4 442 65 3 41 109 5 614 65 684 1 1 8 10 1245 Grand Total 128 1133 17 1278 161 4 136 301 26 1764 139 1929 5 2 23 30 3538 Apprch % 10 88.7 1.3 53.5 1.3 45.2 1.3 91.4 7.2 16.7 6.7 76.7 Total % 3.6 32 0.5 36.1 4.6 0.1 3.8 8.5 0.7 49.9 3.9 54.5 0.1 0.1 0.7 0.8 S Santa Monica Boulevard
Southbound
Charleville Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Parking Access
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM
01:00 PM 14 91 2 107 21 09 30 0 153 21 174 0 13 4 315
01:15 PM 15 108 1 124 15 1 13 29 5 154 14 173 001 1 327 01:30 PM 12 80 1 93 15 1 12 28 0 145 14 159 1 02 3 283
01:45 PM 8 110 0 118 14 1 7 22 0 162 16 178 002 2 320
Total Volume 49 389 4 442 65 3 41 109 5 614 65 684 1 1 8 10 1245 % App. Total 11.1 88 0.9 59.6 2.8 37.6 0.7 89.8 9.5 10 10 80 PHF .817 .884 .500 .891 .774 .750 .788 .908 .250 .948 .774 .961 .250 .250 .667 .625 .952 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_BVH_S SM_Char MD
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Charleville Boulevard
Weather: Clear
S Santa Monica Boulevard
Parking Access
Charleville Boulevard
S Santa Monica Boulevard
Right
4 Thru
389
Left
49 Out In Total
656 442 1098
Right
41 Thru
3 Left
65 Out Total In
115 109 224
Left
5 Thru
614
Right
65 Out In Total
462 684 1146
Left
1 Thru
1 Right
8 Total Out In
12 10 22
Peak Hour Begins at 01:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
11:00 AM 11:00 AM 01:00 PM 11:00 AM
+0 mins. 11 111 2 124 10 0 15 25 0 153 21 174 002 2
+15 mins. 9 89 0 98 16 1 17 34 5 154 14 173 00 3 3
+30 mins. 10 109 4 123 13 0 10 23 0 145 14 159 1 02 3
+45 mins. 15 94 3 112 16 0 14 30 0 162 16 178 103 4
Total Volume 45 403 9 457 55 1 56 112 5 614 65 684 2 0 10 12 % App. Total 9.8 88.2 2 49.1 0.9 50 0.7 89.8 9.5 16.7 0 83.3 PHF .750 .908 .563 .921 .859 .250 .824 .824 .250 .948 .774 .961 .500 .000 .833 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_BVH_S SM_Char PM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Charleville Boulevard
Weather: Clear
Groups Printed- Total Volume
S Santa Monica Boulevard
Southbound
Charleville Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Parking Access
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 11 98 1 110 17 1 11 29 1 147 20 168 111 3 310
04:15 PM 6 78 0 84 17 1 13 31 1 190 15 206 000 0 321
04:30 PM 7 93 1 101 15 0 14 29 1 202 12 215 301 4 349
04:45 PM 16 85 1 102 16 0 2 18 2 173 23 198 000 0 318
Total 40 354 3 397 65 2 40 107 5 712 70 787 4 1 2 7 1298 05:00 PM 8 102 0 110 9 1 6 16 2 175 19 196 100 1 323
05:15 PM 2 101 1 104 17 1 4 22 1 232 20 253 101 2 381
05:30 PM 7 74 0 81 14 0 9 23 1 243 19 263 110 2 369
05:45 PM 11 82 2 95 12 0 6 18 1 225 29 255 003 3 371
Total 28 359 3 390 52 2 25 79 5 875 87 967 3 1 4 8 1444 Grand Total 68 713 6 787 117 4 65 186 10 1587 157 1754 7 2 6 15 2742 Apprch % 8.6 90.6 0.8 62.9 2.2 34.9 0.6 90.5 9 46.7 13.3 40 Total % 2.5 26 0.2 28.7 4.3 0.1 2.4 6.8 0.4 57.9 5.7 64 0.3 0.1 0.2 0.5 S Santa Monica Boulevard
Southbound
Charleville Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Parking Access
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 8 102 0 110 9 1 6 16 2 175 19 196 1 00 1 323
05:15 PM 2 101 1 104 17 1 4 22 1 232 20 253 101 2 381
05:30 PM 7 74 0 81 14 0 9 23 1 243 19 263 1 1 02 369
05:45 PM 11 82 2 95 12 0 6 18 1 225 29 255 00 33 371
Total Volume 28 359 3 390 52 2 25 79 5 875 87 967 3 1 4 8 1444 % App. Total 7.2 92.1 0.8 65.8 2.5 31.6 0.5 90.5 9 37.5 12.5 50 PHF .636 .880 .375 .886 .765 .500 .694 .859 .625 .900 .750 .919 .750 .250 .333 .667 .948 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_BVH_S SM_Char PM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Charleville Boulevard
Weather: Clear
S Santa Monica Boulevard
Parking Access
Charleville Boulevard
S Santa Monica Boulevard
Right
3 Thru
359
Left
28 Out In Total
903 390 1293
Right
25 Thru
2 Left
52 Out Total In
116 79 195
Left
5 Thru
875
Right
87 Out In Total
415 967 1382
Left
3 Thru
1 Right
4 Total Out In
10 8 18
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:00 PM 05:00 PM 05:00 PM
+0 mins. 7 93 1 101 17 1 11 29 2 175 19 196 1 00 1
+15 mins. 16 85 1 102 17 1 13 31 1 232 20 253 101 2
+30 mins. 8 102 0 110 15 0 14 29 1 243 19 263 1 1 0 2
+45 mins. 2 101 1 104 16 0 2 18 1 225 29 255 00 3 3
Total Volume 33 381 3 417 65 2 40 107 5 875 87 967 3 1 4 8 % App. Total 7.9 91.4 0.7 60.7 1.9 37.4 0.5 90.5 9 37.5 12.5 50 PHF .516 .934 .750 .948 .956 .500 .714 .863 .625 .900 .750 .919 .750 .250 .333 .667 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_BVH_S SM_Char SAT
Site Code : 05723627
Start Date : 6/24/2023
Page No : 1
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Charleville Boulevard
Weather: Clear
Groups Printed- Total Volume
S Santa Monica Boulevard
Southbound
Charleville Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Parking Access
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:00 AM 11 51 0 62 6 0 8 14 0 93 6 99 101 2 177
11:15 AM 20 70 3 93 8 1 7 16 5 82 4 91 011 2 202
11:30 AM 11 63 1 75 9 0 2 11 3 110 8 121 004 4 211
11:45 AM 10 72 2 84 9 0 5 14 1 114 10 125 101 2 225
Total 52 256 6 314 32 1 22 55 9 399 28 436 2 1 7 10 815 12:00 PM 7 64 0 71 17 0 8 25 1 91 12 104 001 1 201
12:15 PM 6 65 2 73 7 1 5 13 0 103 7 110 013 4 200
12:30 PM 10 47 1 58 7 1 4 12 6 114 9 129 102 3 202
12:45 PM 11 74 1 86 8 0 9 17 1 118 11 130 002 2 235
Total 34 250 4 288 39 2 26 67 8 426 39 473 1 1 8 10 838 01:00 PM 9 63 0 72 9 0 9 18 2 103 15 120 001 1 211
01:15 PM 13 61 1 75 7 0 8 15 4 101 4 109 112 4 203
01:30 PM 8 74 1 83 10 0 9 19 2 123 9 134 102 3 239
01:45 PM 9 79 1 89 6 2 11 19 1 117 11 129 010 1 238
Total 39 277 3 319 32 2 37 71 9 444 39 492 2 2 5 9 891
Grand Total 125 783 13 921 103 5 85 193 26 1269 106 1401 5 4 20 29 2544 Apprch % 13.6 85 1.4 53.4 2.6 44 1.9 90.6 7.6 17.2 13.8 69 Total % 4.9 30.8 0.5 36.2 4 0.2 3.3 7.6 1 49.9 4.2 55.1 0.2 0.2 0.8 1.1 S Santa Monica Boulevard
Southbound
Charleville Boulevard
Westbound
S Santa Monica Boulevard
Northbound
Parking Access
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM
01:00 PM 9 63 0 72 9 0 9 18 2 103 15 120 001 1 211
01:15 PM 13 61 1 75 7 0 8 15 4 101 4 109 112 4 203
01:30 PM 8 74 1 83 10 09 19 2 123 9 134 102 3 239
01:45 PM 9 79 1 89 6 2 11 19 1 117 11 129 010 1 238
Total Volume 39 277 3 319 32 2 37 71 9 444 39 492 2 2 5 9 891 % App. Total 12.2 86.8 0.9 45.1 2.8 52.1 1.8 90.2 7.9 22.2 22.2 55.6 PHF .750 .877 .750 .896 .800 .250 .841 .934 .563 .902 .650 .918 .500 .500 .625 .563 .932 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_BVH_S SM_Char SAT
Site Code : 05723627
Start Date : 6/24/2023
Page No : 2
City of Beverly Hills
N/S: S Santa Monica Boulevard
E/W: Charleville Boulevard
Weather: Clear
S Santa Monica Boulevard
Parking Access
Charleville Boulevard
S Santa Monica Boulevard
Right
3 Thru
277
Left
39 Out In Total
483 319 802
Right
37 Thru
2 Left
32 Out Total In
80 71 151
Left
9 Thru
444
Right
39 Out In Total
314 492 806
Left
2 Thru
2 Right
5 Total Out In
14 9 23
Peak Hour Begins at 01:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
11:15 AM 01:00 PM 12:45 PM 11:30 AM
+0 mins. 20 70 3 93 9 0 9 18 1 118 11 130 00 4 4
+15 mins. 11 63 1 75 7 0 8 15 2 103 15 120 1 01 2
+30 mins. 10 72 2 84 10 09 19 4 101 4 109 001 1
+45 mins. 7 64 0 71 6 2 11 19 2 123 9 134 0 1 3 4
Total Volume 48 269 6 323 32 2 37 71 9 445 39 493 1 1 9 11 % App. Total 14.9 83.3 1.9 45.1 2.8 52.1 1.8 90.3 7.9 9.1 9.1 81.8 PHF .600 .934 .500 .868 .800 .250 .841 .934 .563 .904 .650 .920 .250 .250 .563 .688 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_BVH_Lin_Wil AM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: Linden Drive
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
Linden Drive
Southbound
Wilshire Boulevard
Westbound
Linden Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 303 6 0 84 0 84 29 0 4 33 0 97 4 101 224
07:15 AM 113 5 0 80 0 80 38 0 7 45 0 86 4 90 220
07:30 AM 5 1 6 12 0 137 1 138 30 0 6 36 0 102 7 109 295 07:45 AM 9 0 9 18 0 95 0 95 30 0 8 38 0 161 4 165 316
Total 18 2 21 41 0 396 1 397 127 0 25 152 0 446 19 465 1055 08:00 AM 9 0 7 16 0 116 0 116 31 0 11 42 1 144 6 151 325 08:15 AM 10 0 5 15 0 122 0 122 46 0 7 53 1 198 9 208 398 08:30 AM 15 0 5 20 0 125 0 125 51 0 8 59 0 167 9 176 380 08:45 AM 20 0 12 32 1 140 0 141 34 0 16 50 0 225 15 240 463 Total 54 0 29 83 1 503 0 504 162 0 42 204 2 734 39 775 1566 Grand Total 72 2 50 124 1 899 1 901 289 0 67 356 2 1180 58 1240 2621 Apprch % 58.1 1.6 40.3 0.1 99.8 0.1 81.2 0 18.8 0.2 95.2 4.7 Total % 2.7 0.1 1.9 4.7 0 34.3 0 34.4 11 0 2.6 13.6 0.1 45 2.2 47.3 Linden Drive
Southbound
Wilshire Boulevard
Westbound
Linden Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 9 0 7 16 0 116 0 116 31 0 11 42 1 144 6 151 325 08:15 AM 10 0 5 15 0 122 0 122 46 0 7 53 1 198 9 208 398 08:30 AM 15 0 5 20 0 125 0 125 51 08 59 0 167 9 176 380 08:45 AM 20 0 12 32 1 140 0 141 34 0 16 50 0 225 15 240 463 Total Volume 54 0 29 83 1 503 0 504 162 0 42 204 2 734 39 775 1566 % App. Total 65.1 0 34.9 0.2 99.8 0 79.4 0 20.6 0.3 94.7 5 PHF .675 .000 .604 .648 .250 .898 .000 .894 .794 .000 .656 .864 .500 .816 .650 .807 .846 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_BVH_Lin_Wil AM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: Linden Drive
E/W: Wilshire Boulevard
Weather: Clear
Linden Drive
Wilshire Boulevard
Wilshire Boulevard
Linden Drive
Right
29 Thru
0 Left
54 Out In Total
2 83 85
Right
0 Thru
503
Left
1 Out Total In
830 504 1334
Left
162
Thru
0 Right
42 Out In Total
40 204 244
Left
2 Thru
734
Right
39 Total Out In
694 775 1469
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 9 0 7 16 0 116 0 116 31 0 11 42 1 144 6 151
+15 mins. 10 0 5 15 0 122 0 122 46 0 7 53 1 198 9 208
+30 mins. 15 0 5 20 0 125 0 125 51 08 59 0 167 9 176
+45 mins. 20 0 12 32 1 140 0 141 34 0 16 50 0 225 15 240 Total Volume 54 0 29 83 1 503 0 504 162 0 42 204 2 734 39 775 % App. Total 65.1 0 34.9 0.2 99.8 0 79.4 0 20.6 0.3 94.7 5 PHF .675 .000 .604 .648 .250 .898 .000 .894 .794 .000 .656 .864 .500 .816 .650 .807 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_BVH_Lin_Wil MD
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: Linden Drive
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
Linden Drive
Southbound
Wilshire Boulevard
Westbound
Linden Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:00 AM 19 0 15 34 1 113 0 114 29 0 13 42 0 176 5 181 371 11:15 AM 27 0 11 38 0 149 0 149 16 0 12 28 0 202 11 213 428 11:30 AM 18 0 11 29 0 125 0 125 33 0 11 44 0 189 12 201 399 11:45 AM 22 0 9 31 0 155 0 155 39 0 10 49 0 214 18 232 467 Total 86 0 46 132 1 542 0 543 117 0 46 163 0 781 46 827 1665 12:00 PM 30 1 4 35 0 139 0 139 34 0 15 49 1 198 9 208 431 12:15 PM 27 0 10 37 0 147 0 147 33 0 11 44 0 178 9 187 415 12:30 PM 14 1 8 23 0 151 0 151 35 0 14 49 0 186 20 206 429 12:45 PM 22 0 8 30 0 139 0 139 31 0 10 41 1 177 27 205 415 Total 93 2 30 125 0 576 0 576 133 0 50 183 2 739 65 806 1690 01:00 PM 26 0 12 38 0 139 0 139 34 0 17 51 0 183 36 219 447 01:15 PM 24 1 15 40 0 147 0 147 28 0 9 37 1 218 10 229 453 01:30 PM 24 0 9 33 0 164 0 164 32 0 20 52 0 192 15 207 456 01:45 PM 17 0 8 25 0 134 0 134 45 0 7 52 1 207 19 227 438 Total 91 1 44 136 0 584 0 584 139 0 53 192 2 800 80 882 1794 Grand Total 270 3 120 393 1 1702 0 1703 389 0 149 538 4 2320 191 2515 5149 Apprch % 68.7 0.8 30.5 0.1 99.9 0 72.3 0 27.7 0.2 92.2 7.6 Total % 5.2 0.1 2.3 7.6 0 33.1 0 33.1 7.6 0 2.9 10.4 0.1 45.1 3.7 48.8 Linden Drive
Southbound
Wilshire Boulevard
Westbound
Linden Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM
01:00 PM 26 0 12 38 0 139 0 139 34 0 17 51 0 183 36 219 447 01:15 PM 24 1 15 40 0 147 0 147 28 0 9 37 1 218 10 229 453 01:30 PM 24 0 9 33 0 164 0 164 32 0 20 52 0 192 15 207 456 01:45 PM 17 0 8 25 0 134 0 134 45 0 7 52 1 207 19 227 438 Total Volume 91 1 44 136 0 584 0 584 139 0 53 192 2 800 80 882 1794 % App. Total 66.9 0.7 32.4 0 100 0 72.4 0 27.6 0.2 90.7 9.1 PHF .875 .250 .733 .850 .000 .890 .000 .890 .772 .000 .663 .923 .500 .917 .556 .963 .984 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_BVH_Lin_Wil MD
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: Linden Drive
E/W: Wilshire Boulevard
Weather: Clear
Linden Drive
Wilshire Boulevard
Wilshire Boulevard
Linden Drive
Right
44 Thru
1 Left
91 Out In Total
2 136 138
Right
0 Thru
584
Left
0 Out Total In
944 584 1528
Left
139
Thru
0 Right
53 Out In Total
81 192 273
Left
2 Thru
800
Right
80 Total Out In
767 882 1649
Peak Hour Begins at 01:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
12:45 PM 11:45 AM 01:00 PM 01:00 PM
+0 mins. 22 0 8 30 0 155 0 155 34 0 17 51 0 183 36 219
+15 mins. 26 0 12 38 0 139 0 139 28 0 9 37 1 218 10 229 +30 mins. 24 1 15 40 0 147 0 147 32 0 20 52 0 192 15 207 +45 mins. 24 0 9 33 0 151 0 151 45 0 7 52 1 207 19 227
Total Volume 96 1 44 141 0 592 0 592 139 0 53 192 2 800 80 882 % App. Total 68.1 0.7 31.2 0 100 0 72.4 0 27.6 0.2 90.7 9.1 PHF .923 .250 .733 .881 .000 .955 .000 .955 .772 .000 .663 .923 .500 .917 .556 .963 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_BVH_Lin_Wil PM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: Linden Drive
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
Linden Drive
Southbound
Wilshire Boulevard
Westbound
Linden Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 23 0 13 36 3 184 0 187 41 0 10 51 0 206 14 220 494 04:15 PM 20 0 18 38 0 111 0 111 59 0 14 73 1 190 9 200 422 04:30 PM 27 0 12 39 0 163 0 163 59 0 15 74 0 211 13 224 500 04:45 PM 29 0 18 47 0 149 0 149 55 0 5 60 0 234 14 248 504 Total 99 0 61 160 3 607 0 610 214 0 44 258 1 841 50 892 1920 05:00 PM 40 0 22 62 0 193 0 193 65 0 11 76 0 225 20 245 576 05:15 PM 33 0 19 52 0 171 0 171 54 0 13 67 0 268 14 282 572 05:30 PM 30 0 11 41 0 148 0 148 53 0 11 64 0 241 11 252 505 05:45 PM 27 0 11 38 0 161 0 161 49 0 11 60 0 242 9 251 510 Total 130 0 63 193 0 673 0 673 221 0 46 267 0 976 54 1030 2163 Grand Total 229 0 124 353 3 1280 0 1283 435 0 90 525 1 1817 104 1922 4083 Apprch % 64.9 0 35.1 0.2 99.8 0 82.9 0 17.1 0.1 94.5 5.4 Total % 5.6 0 3 8.6 0.1 31.3 0 31.4 10.7 0 2.2 12.9 0 44.5 2.5 47.1 Linden Drive
Southbound
Wilshire Boulevard
Westbound
Linden Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 40 0 22 62 0 193 0 193 65 0 11 76 0 225 20 245 576 05:15 PM 33 0 19 52 0 171 0 171 54 0 13 67 0 268 14 282 572 05:30 PM 30 0 11 41 0 148 0 148 53 0 11 64 0 241 11 252 505 05:45 PM 27 0 11 38 0 161 0 161 49 0 11 60 0 242 9 251 510 Total Volume 130 0 63 193 0 673 0 673 221 0 46 267 0 976 54 1030 2163 % App. Total 67.4 0 32.6 0 100 0 82.8 0 17.2 0 94.8 5.2 PHF .813 .000 .716 .778 .000 .872 .000 .872 .850 .000 .885 .878 .000 .910 .675 .913 .939 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_BVH_Lin_Wil PM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: Linden Drive
E/W: Wilshire Boulevard
Weather: Clear
Linden Drive
Wilshire Boulevard
Wilshire Boulevard
Linden Drive
Right
63 Thru
0 Left
130
Out In Total
0 193 193
Right
0 Thru
673
Left
0 Out Total In
1152 673 1825
Left
221
Thru
0 Right
46 Out In Total
54 267 321
Left
0 Thru
976
Right
54 Total Out In
957 1030 1987
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:30 PM 04:15 PM 05:00 PM
+0 mins. 29 0 18 47 0 163 0 163 59 0 14 73 0 225 20 245 +15 mins. 40 0 22 62 0 149 0 149 59 0 15 74 0 268 14 282 +30 mins. 33 0 19 52 0 193 0 193 55 0 5 60 0 241 11 252 +45 mins. 30 0 11 41 0 171 0 171 65 0 11 76 0 242 9 251 Total Volume 132 0 70 202 0 676 0 676 238 0 45 283 0 976 54 1030 % App. Total 65.3 0 34.7 0 100 0 84.1 0 15.9 0 94.8 5.2 PHF .825 .000 .795 .815 .000 .876 .000 .876 .915 .000 .750 .931 .000 .910 .675 .913 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_BVH_Lin_Wil SAT
Site Code : 05723627
Start Date : 6/24/2023
Page No : 1
City of Beverly Hills
N/S: Linden Drive
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
Linden Drive
Southbound
Wilshire Boulevard
Westbound
Linden Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:00 AM 10 0 3 13 0 78 0 78 21 0 7 28 0 126 11 137 256 11:15 AM 4 1 6 11 1 96 0 97 19 0 5 24 0 128 9 137 269
11:30 AM 700 7 4 114 0 118 31 0 2 33 0 152 6 158 316
11:45 AM 7 0 4 11 3 90 0 93 26 0 5 31 0 140 16 156 291
Total 28 1 13 42 8 378 0 386 97 0 19 116 0 546 42 588 1132 12:00 PM 16 0 6 22 1 99 0 100 32 0 7 39 0 137 11 148 309 12:15 PM 304 7 0 106 1 107 28 0 3 31 0 129 16 145 290
12:30 PM 11 0 7 18 0 100 0 100 26 0 6 32 0 137 15 152 302 12:45 PM 14 1 8 23 0 113 0 113 27 0 1 28 0 165 16 181 345 Total 44 1 25 70 1 418 1 420 113 0 17 130 0 568 58 626 1246 01:00 PM 7 0 3 10 1 117 0 118 33 0 4 37 0 132 5 137 302 01:15 PM 12 0 5 17 0 125 0 125 28 0 8 36 0 149 13 162 340 01:30 PM 10 0 3 13 0 102 0 102 29 0 3 32 0 121 13 134 281 01:45 PM 10 0 6 16 1 107 0 108 37 0 8 45 0 142 9 151 320 Total 39 0 17 56 2 451 0 453 127 0 23 150 0 544 40 584 1243 Grand Total 111 2 55 168 11 1247 1 1259 337 0 59 396 0 1658 140 1798 3621 Apprch % 66.1 1.2 32.7 0.9 99 0.1 85.1 0 14.9 0 92.2 7.8 Total % 3.1 0.1 1.5 4.6 0.3 34.4 0 34.8 9.3 0 1.6 10.9 0 45.8 3.9 49.7 Linden Drive
Southbound
Wilshire Boulevard
Westbound
Linden Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM
12:30 PM 11 0 7 18 0 100 0 100 26 0 6 32 0 137 15 152 302 12:45 PM 14 1 8 23 0 113 0 113 27 0 1 28 0 165 16 181 345 01:00 PM 7 0 3 10 1 117 0 118 33 04 37 0 132 5 137 302
01:15 PM 12 0 5 17 0 125 0 125 28 0 8 36 0 149 13 162 340 Total Volume 44 1 23 68 1 455 0 456 114 0 19 133 0 583 49 632 1289 % App. Total 64.7 1.5 33.8 0.2 99.8 0 85.7 0 14.3 0 92.2 7.8 PHF .786 .250 .719 .739 .250 .910 .000 .912 .864 .000 .594 .899 .000 .883 .766 .873 .934 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_BVH_Lin_Wil SAT
Site Code : 05723627
Start Date : 6/24/2023
Page No : 2
City of Beverly Hills
N/S: Linden Drive
E/W: Wilshire Boulevard
Weather: Clear
Linden Drive
Wilshire Boulevard
Wilshire Boulevard
Linden Drive
Right
23 Thru
1 Left
44 Out In Total
0 68 68
Right
0 Thru
455
Left
1 Out Total In
646 456 1102
Left
114
Thru
0 Right
19 Out In Total
51 133 184
Left
0 Thru
583
Right
49 Total Out In
592 632 1224
Peak Hour Begins at 12:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
12:00 PM 12:45 PM 01:00 PM 12:30 PM
+0 mins. 16 0 6 22 0 113 0 113 33 0 4 37 0 137 15 152
+15 mins. 304 7 1 117 0 118 28 0 8 36 0 165 16 181
+30 mins. 11 0 7 18 0 125 0 125 29 0 3 32 0 132 5 137
+45 mins. 14 1 8 23 0 102 0 102 37 08 45 0 149 13 162
Total Volume 44 1 25 70 1 457 0 458 127 0 23 150 0 583 49 632 % App. Total 62.9 1.4 35.7 0.2 99.8 0 84.7 0 15.3 0 92.2 7.8 PHF .688 .250 .781 .761 .250 .914 .000 .916 .858 .000 .719 .833 .000 .883 .766 .873 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_BVH_Rox_Wil AM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: Roxbury Drive/Brighton Way
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
Roxbury Drive/Brighton Way
Southbound
Wilshire Boulevard
Westbound
Roxbury Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 24 0 9 33 4 84 16 104 009 9 21 78 3 102 248
07:15 AM 33 0 7 40 1 84 12 97 006 6 24 93 2 119 262
07:30 AM 48 0 17 65 4 132 25 161 005 5 32 78 5 115 346
07:45 AM 31 0 14 45 1 97 40 138 009 9 44 119 5 168 360
Total 136 0 47 183 10 397 93 500 0 0 29 29 121 368 15 504 1216 08:00 AM 48 0 14 62 6 110 33 149 0 0 11 11 38 115 6 159 381 08:15 AM 42 0 16 58 4 120 41 165 018 9 32 189 8 229 461 08:30 AM 36 0 23 59 5 109 42 156 0 0 16 16 48 133 11 192 423 08:45 AM 58 0 34 92 10 115 38 163 1 0 24 25 48 181 13 242 522 Total 184 0 87 271 25 454 154 633 1 1 59 61 166 618 38 822 1787 Grand Total 320 0 134 454 35 851 247 1133 1 1 88 90 287 986 53 1326 3003 Apprch % 70.5 0 29.5 3.1 75.1 21.8 1.1 1.1 97.8 21.6 74.4 4 Total % 10.7 0 4.5 15.1 1.2 28.3 8.2 37.7 0 0 2.9 3 9.6 32.8 1.8 44.2 Roxbury Drive/Brighton Way
Southbound
Wilshire Boulevard
Westbound
Roxbury Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 48 0 14 62 6 110 33 149 0 0 11 11 38 115 6 159 381 08:15 AM 42 0 16 58 4 120 41 165 0 1 89 32 189 8 229 461 08:30 AM 36 0 23 59 5 109 42 156 0 0 16 16 48 133 11 192 423 08:45 AM 58 0 34 92 10 115 38 163 1 0 24 25 48 181 13 242 522 Total Volume 184 0 87 271 25 454 154 633 1 1 59 61 166 618 38 822 1787 % App. Total 67.9 0 32.1 3.9 71.7 24.3 1.6 1.6 96.7 20.2 75.2 4.6 PHF .793 .000 .640 .736 .625 .946 .917 .959 .250 .250 .615 .610 .865 .817 .731 .849 .856 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_BVH_Rox_Wil AM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: Roxbury Drive/Brighton Way
E/W: Wilshire Boulevard
Weather: Clear
Roxbury Drive/Brighton Way
Wilshire Boulevard
Wilshire Boulevard
Roxbury Drive
Right
87 Thru
0 Left
184
Out In Total
321 271 592
Right
154
Thru
454
Left
25 Out Total In
861 633 1494
Left
1 Thru
1 Right
59 Out In Total
63 61 124
Left
166
Thru
618
Right
38 Total Out In
542 822 1364
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 48 0 14 62 6 110 33 149 0 0 11 11 38 115 6 159 +15 mins. 42 0 16 58 4 120 41 165 0 1 89 32 189 8 229
+30 mins. 36 0 23 59 5 109 42 156 0 0 16 16 48 133 11 192 +45 mins. 58 0 34 92 10 115 38 163 1 0 24 25 48 181 13 242 Total Volume 184 0 87 271 25 454 154 633 1 1 59 61 166 618 38 822 % App. Total 67.9 0 32.1 3.9 71.7 24.3 1.6 1.6 96.7 20.2 75.2 4.6 PHF .793 .000 .640 .736 .625 .946 .917 .959 .250 .250 .615 .610 .865 .817 .731 .849 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_BVH_Rox_Wil MD
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: Roxbury Drive/Brighton Way
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
Roxbury Drive/Brighton Way
Southbound
Wilshire Boulevard
Westbound
Roxbury Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:00 AM 55 0 33 88 6 89 21 116 0 0 14 14 38 169 15 222 440 11:15 AM 42 0 46 88 13 102 33 148 0 0 12 12 39 182 22 243 491 11:30 AM 57 0 39 96 12 104 24 140 0 0 23 23 37 173 14 224 483 11:45 AM 49 0 39 88 15 114 21 150 0 0 24 24 44 188 34 266 528 Total 203 0 157 360 46 409 99 554 0 0 73 73 158 712 85 955 1942 12:00 PM 51 0 37 88 21 109 28 158 0 0 17 17 36 184 23 243 506 12:15 PM 40 0 35 75 15 119 26 160 0 0 22 22 42 171 15 228 485 12:30 PM 42 0 46 88 14 114 30 158 0 0 21 21 36 173 21 230 497 12:45 PM 37 0 50 87 15 100 19 134 0 0 28 28 32 171 18 221 470 Total 170 0 168 338 65 442 103 610 0 0 88 88 146 699 77 922 1958 01:00 PM 48 0 33 81 19 109 26 154 0 0 25 25 35 186 18 239 499 01:15 PM 56 0 39 95 17 113 34 164 0 0 19 19 38 187 20 245 523 01:30 PM 45 0 42 87 15 134 24 173 0 0 28 28 34 170 36 240 528 01:45 PM 60 0 35 95 12 102 23 137 0 0 19 19 43 188 19 250 501 Total 209 0 149 358 63 458 107 628 0 0 91 91 150 731 93 974 2051 Grand Total 582 0 474 1056 174 1309 309 1792 0 0 252 252 454 2142 255 2851 5951 Apprch % 55.1 0 44.9 9.7 73 17.2 0 0 100 15.9 75.1 8.9
Total % 9.8 0 8 17.7 2.9 22 5.2 30.1 0 0 4.2 4.2 7.6 36 4.3 47.9 Roxbury Drive/Brighton Way
Southbound
Wilshire Boulevard
Westbound
Roxbury Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM
01:00 PM 48 0 33 81 19 109 26 154 0 0 25 25 35 186 18 239 499 01:15 PM 56 0 39 95 17 113 34 164 0 0 19 19 38 187 20 245 523 01:30 PM 45 0 42 87 15 134 24 173 00 28 28 34 170 36 240 528 01:45 PM 60 0 35 95 12 102 23 137 0 0 19 19 43 188 19 250 501 Total Volume 209 0 149 358 63 458 107 628 0 0 91 91 150 731 93 974 2051 % App. Total 58.4 0 41.6 10 72.9 17 0 0 100 15.4 75.1 9.5 PHF .871 .000 .887 .942 .829 .854 .787 .908 .000 .000 .813 .813 .872 .972 .646 .974 .971 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_BVH_Rox_Wil MD
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: Roxbury Drive/Brighton Way
E/W: Wilshire Boulevard
Weather: Clear
Roxbury Drive/Brighton Way
Wilshire Boulevard
Wilshire Boulevard
Roxbury Drive
Right
149
Thru
0 Left
209
Out In Total
257 358 615
Right
107
Thru
458
Left
63 Out Total In
1031 628 1659
Left
0 Thru
0 Right
91 Out In Total
156 91 247
Left
150
Thru
731
Right
93 Total Out In
607 974 1581
Peak Hour Begins at 01:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
11:00 AM 01:00 PM 12:45 PM 11:15 AM
+0 mins. 55 0 33 88 19 109 26 154 00 28 28 39 182 22 243 +15 mins. 42 0 46 88 17 113 34 164 0 0 25 25 37 173 14 224 +30 mins. 57 0 39 96 15 134 24 173 0 0 19 19 44 188 34 266 +45 mins. 49 0 39 88 12 102 23 137 0 0 28 28 36 184 23 243 Total Volume 203 0 157 360 63 458 107 628 0 0 100 100 156 727 93 976 % App. Total 56.4 0 43.6 10 72.9 17 0 0 100 16 74.5 9.5 PHF .890 .000 .853 .938 .829 .854 .787 .908 .000 .000 .893 .893 .886 .967 .684 .917 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_BVH_Rox_Wil PM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 1
City of Beverly Hills
N/S: Roxbury Drive/Brighton Way
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
Roxbury Drive/Brighton Way
Southbound
Wilshire Boulevard
Westbound
Roxbury Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 49 0 61 110 8 130 24 162 0 0 26 26 35 192 18 245 543 04:15 PM 41 0 38 79 10 92 23 125 0 0 21 21 36 193 19 248 473 04:30 PM 37 0 52 89 11 119 31 161 0 0 25 25 32 199 23 254 529 04:45 PM 31 0 45 76 8 118 26 152 0 0 24 24 22 216 15 253 505 Total 158 0 196 354 37 459 104 600 0 0 96 96 125 800 75 1000 2050 05:00 PM 57 0 61 118 13 137 17 167 0 0 21 21 30 220 16 266 572 05:15 PM 38 0 47 85 6 126 20 152 0 0 31 31 39 265 20 324 592 05:30 PM 34 0 34 68 11 119 16 146 0 0 21 21 21 229 24 274 509 05:45 PM 24 0 51 75 12 121 10 143 0 0 37 37 29 236 17 282 537 Total 153 0 193 346 42 503 63 608 0 0 110 110 119 950 77 1146 2210 Grand Total 311 0 389 700 79 962 167 1208 0 0 206 206 244 1750 152 2146 4260 Apprch % 44.4 0 55.6 6.5 79.6 13.8 0 0 100 11.4 81.5 7.1 Total % 7.3 0 9.1 16.4 1.9 22.6 3.9 28.4 0 0 4.8 4.8 5.7 41.1 3.6 50.4 Roxbury Drive/Brighton Way
Southbound
Wilshire Boulevard
Westbound
Roxbury Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 57 0 61 118 13 137 17 167 0 0 21 21 30 220 16 266 572 05:15 PM 38 0 47 85 6 126 20 152 0 0 31 31 39 265 20 324 592 05:30 PM 34 0 34 68 11 119 16 146 0 0 21 21 21 229 24 274 509 05:45 PM 24 0 51 75 12 121 10 143 00 37 37 29 236 17 282 537 Total Volume 153 0 193 346 42 503 63 608 0 0 110 110 119 950 77 1146 2210 % App. Total 44.2 0 55.8 6.9 82.7 10.4 0 0 100 10.4 82.9 6.7 PHF .671 .000 .791 .733 .808 .918 .788 .910 .000 .000 .743 .743 .763 .896 .802 .884 .933 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_BVH_Rox_Wil PM
Site Code : 05723627
Start Date : 6/21/2023
Page No : 2
City of Beverly Hills
N/S: Roxbury Drive/Brighton Way
E/W: Wilshire Boulevard
Weather: Clear
Roxbury Drive/Brighton Way
Wilshire Boulevard
Wilshire Boulevard
Roxbury Drive
Right
193
Thru
0 Left
153
Out In Total
182 346 528
Right
63 Thru
503
Left
42 Out Total In
1213 608 1821
Left
0 Thru
0 Right
110
Out In Total
119 110 229
Left
119
Thru
950
Right
77 Total Out In
696 1146 1842
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 05:00 PM 05:00 PM
+0 mins. 37 0 52 89 11 119 31 161 0 0 21 21 30 220 16 266 +15 mins. 31 0 45 76 8 118 26 152 0 0 31 31 39 265 20 324 +30 mins. 57 0 61 118 13 137 17 167 0 0 21 21 21 229 24 274 +45 mins. 38 0 47 85 6 126 20 152 00 37 37 29 236 17 282 Total Volume 163 0 205 368 38 500 94 632 0 0 110 110 119 950 77 1146 % App. Total 44.3 0 55.7 6 79.1 14.9 0 0 100 10.4 82.9 6.7 PHF .715 .000 .840 .780 .731 .912 .758 .946 .000 .000 .743 .743 .763 .896 .802 .884 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_BVH_Rox_Wil SAT
Site Code : 05723627
Start Date : 6/24/2023
Page No : 1
City of Beverly Hills
N/S: Roxbury Drive/Brighton Way
E/W: Wilshire Boulevard
Weather: Clear
Groups Printed- Total Volume
Roxbury Drive/Brighton Way
Southbound
Wilshire Boulevard
Westbound
Roxbury Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:00 AM 24 0 27 51 11 61 7 79 0 0 12 12 19 118 24 161 303 11:15 AM 29 0 33 62 20 67 11 98 0 0 13 13 13 116 14 143 316 11:30 AM 32 0 38 70 13 82 15 110 0 0 13 13 18 142 21 181 374 11:45 AM 25 1 27 53 14 70 8 92 0 0 23 23 14 130 20 164 332 Total 110 1 125 236 58 280 41 379 0 0 61 61 64 506 79 649 1325 12:00 PM 26 0 38 64 13 72 10 95 0 0 14 14 15 119 30 164 337 12:15 PM 27 0 29 56 11 80 12 103 0 0 21 21 10 109 20 139 319 12:30 PM 21 0 33 54 15 70 19 104 0 0 16 16 15 135 17 167 341 12:45 PM 30 0 43 73 15 77 15 107 008 8 14 156 28 198 386 Total 104 0 143 247 54 299 56 409 0 0 59 59 54 519 95 668 1383 01:00 PM 21 0 28 49 9 89 7 105 0 0 12 12 15 125 15 155 321 01:15 PM 31 0 32 63 18 94 11 123 0 0 12 12 25 148 21 194 392 01:30 PM 31 0 32 63 19 76 10 105 0 0 17 17 14 114 20 148 333 01:45 PM 22 1 32 55 12 80 19 111 1 0 18 19 20 134 22 176 361 Total 105 1 124 230 58 339 47 444 1 0 59 60 74 521 78 673 1407 Grand Total 319 2 392 713 170 918 144 1232 1 0 179 180 192 1546 252 1990 4115 Apprch % 44.7 0.3 55 13.8 74.5 11.7 0.6 0 99.4 9.6 77.7 12.7 Total % 7.8 0 9.5 17.3 4.1 22.3 3.5 29.9 0 0 4.3 4.4 4.7 37.6 6.1 48.4 Roxbury Drive/Brighton Way
Southbound
Wilshire Boulevard
Westbound
Roxbury Drive
Northbound
Wilshire Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM
12:30 PM 21 0 33 54 15 70 19 104 00 16 16 15 135 17 167 341 12:45 PM 30 0 43 73 15 77 15 107 008 8 14 156 28 198 386 01:00 PM 21 0 28 49 9 89 7 105 0 0 12 12 15 125 15 155 321 01:15 PM 31 0 32 63 18 94 11 123 0 0 12 12 25 148 21 194 392 Total Volume 103 0 136 239 57 330 52 439 0 0 48 48 69 564 81 714 1440 % App. Total 43.1 0 56.9 13 75.2 11.8 0 0 100 9.7 79 11.3 PHF .831 .000 .791 .818 .792 .878 .684 .892 .000 .000 .750 .750 .690 .904 .723 .902 .918 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_BVH_Rox_Wil SAT
Site Code : 05723627
Start Date : 6/24/2023
Page No : 2
City of Beverly Hills
N/S: Roxbury Drive/Brighton Way
E/W: Wilshire Boulevard
Weather: Clear
Roxbury Drive/Brighton Way
Wilshire Boulevard
Wilshire Boulevard
Roxbury Drive
Right
136
Thru
0 Left
103
Out In Total
121 239 360
Right
52 Thru
330
Left
57 Out Total In
715 439 1154
Left
0 Thru
0 Right
48 Out In Total
138 48 186
Left
69 Thru
564
Right
81 Total Out In
466 714 1180
Peak Hour Begins at 12:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
11:15 AM 01:00 PM 11:45 AM 12:30 PM
+0 mins. 29 0 33 62 9 89 7 105 00 23 23 15 135 17 167
+15 mins. 32 0 38 70 18 94 11 123 0 0 14 14 14 156 28 198 +30 mins. 25 1 27 53 19 76 10 105 0 0 21 21 15 125 15 155 +45 mins. 26 0 38 64 12 80 19 111 0 0 16 16 25 148 21 194 Total Volume 112 1 136 249 58 339 47 444 0 0 74 74 69 564 81 714 % App. Total 45 0.4 54.6 13.1 76.4 10.6 0 0 100 9.7 79 11.3 PHF .875 .250 .895 .889 .763 .902 .618 .902 .000 .000 .804 .804 .690 .904 .723 .902 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

Page 1 ends

City of Beverly Hills
Spaulding Drive
N/ Charleville Boulevard
24 Hour Directional Volume Count
BVH001W
Site Code: 057-23627
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 6/21/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 17 2 32
12:15 0 14 4 33
12:30 1 17 1 39
12:45 0 13 5 61 1 58 8 162 13 223
01:00 0 22 3 51
01:15 0 18 0 33
01:30 1 10 2 33
01:45 1 13 2 63 0 30 5 147 7 210
02:00 0 13 0 45
02:15 0 14 0 44
02:30 0 13 0 38
02:45 3 14 3 54 0 48 0 175 3 229
03:00 0 14 1 49
03:15 1 20 0 37
03:30 0 8 2 44
03:45 1 8 2 50 1 56 4 186 6 236
04:00 1 9 1 47
04:15 2 18 0 59
04:30 0 9 0 46
04:45 4 9 7 45 2 61 3 213 10 258
05:00 1 14 3 70
05:15 2 18 0 57
05:30 3 8 6 45
05:45 6 4 12 44 2 47 11 219 23 263
06:00 7 10 6 49
06:15 5 14 5 33
06:30 4 9 3 43
06:45 12 13 28 46 14 29 28 154 56 200
07:00 10 7 20 29
07:15 18 13 14 26
07:30 22 9 24 20
07:45 21 10 71 39 27 23 85 98 156 137
08:00 18 4 18 21
08:15 25 3 25 18
08:30 23 5 27 15
08:45 24 8 90 20 41 16 111 70 201 90
09:00 29 5 33 14
09:15 14 6 45 18
09:30 23 7 29 25
09:45 22 10 88 28 38 24 145 81 233 109
10:00 14 3 40 13
10:15 15 1 36 10
10:30 18 3 36 15
10:45 17 5 64 12 44 8 156 46 220 58
11:00 22 3 40 5
11:15 21 1 35 7
11:30 19 1 42 4
11:45 14 2 76 7 69 2 186 18 262 25
Total 448 469 448 469 742 1569 742 1569 1190 2038
Combined
Total 917 917 2311 2311 3228
AM Peak - 08:15 - - - 11:00 - - - - -
Vol. - 101 - - - 186 - - - - -
P.H.F. 0.871 0.674
PM Peak - - 00:30 - - - 04:15 - - - -
Vol. - - 70 - - - 236 - - - -
P.H.F. 0.795 0.843
Percentag
e 48.9% 51.1% 32.1% 67.9%
ADT/AADT ADT 3,228 AADT 3,228

Page 1 ends

City of Beverly Hills
Spaulding Drive
N/ Charleville Boulevard
24 Hour Directional Volume Count
BVH001S
Site Code: 057-23627
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 6/24/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 5 4 27
12:15 0 10 4 31
12:30 2 11 4 37
12:45 1 8 9 34 0 35 12 130 21 164
01:00 0 7 1 32
01:15 3 10 1 23
01:30 0 6 3 29
01:45 2 9 5 32 1 36 6 120 11 152
02:00 0 4 1 27
02:15 0 11 2 32
02:30 0 4 2 31
02:45 1 4 1 23 1 28 6 118 7 141
03:00 2 9 1 36
03:15 1 8 1 24
03:30 0 9 3 27
03:45 2 4 5 30 0 23 5 110 10 140
04:00 0 9 0 31
04:15 1 16 0 25
04:30 0 8 0 29
04:45 1 7 2 40 0 36 0 121 2 161
05:00 0 7 1 23
05:15 0 7 1 22
05:30 1 6 0 35
05:45 1 3 2 23 1 25 3 105 5 128
06:00 1 6 6 24
06:15 4 7 2 26
06:30 3 9 1 25
06:45 3 9 11 31 12 24 21 99 32 130
07:00 2 2 4 26
07:15 4 5 3 27
07:30 2 5 5 21
07:45 4 7 12 19 2 18 14 92 26 111
08:00 6 6 11 15
08:15 4 5 6 21
08:30 5 3 6 12
08:45 7 5 22 19 13 16 36 64 58 83
09:00 5 4 17 12
09:15 11 3 96
09:30 7 8 14 16
09:45 7 9 30 24 16 11 56 45 86 69
10:00 7 5 15 15
10:15 4 5 17 14
10:30 8 7 20 7
10:45 6 3 25 20 26 11 78 47 103 67
11:00 8 3 21 9
11:15 5 4 22 4
11:30 12 2 29 5
11:45 5 0 30 9 30 10 102 28 132 37
Total 154 304 154 304 339 1079 339 1079 493 1383
Combined
Total 458 458 1418 1418 1876
AM Peak - 09:15 - - - 11:00 - - - - -
Vol. - 32 - - - 102 - - - - -
P.H.F. 0.727 0.850
PM Peak - - 04:00 - - - 00:15 - - - -
Vol. - - 40 - - - 135 - - - -
P.H.F. 0.625 0.912
Percentag
e 33.6% 66.4% 23.9% 76.1%
ADT/AADT ADT 1,876 AADT 1,876

Page 1 ends
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