Beverly Hills City Council
July 21, 2026

AGENDA REPORT
Meeting Date: July 21, 2026
Item Number:

To: Honorable Mayor & City Council
From: Daren Grilley, Assistant Director of Public Works/City Engineer Teresa Revis, Associate Project Manager
Subject: AWARD OF A CONTRACT TO GENTRY GENERAL
ENGINEERING, INC. FOR THE RODEO DRIVE BOLLARDS
PHASE 2 PROJECT WITHIN THE CITY OF BEVERLY HILLS IN
THE AMOUNT OF $2,569,424; AND

APPROVAL OF A CORRESPONDING PURCHASE ORDER IN
THE NOT-TO-EXCEED AMOUNT OF $2,826,366 TO GENTRY
GENERAL ENGINEERING, INC. FOR THE PROJECT, WHICH
INCLUDES A CONTINGENCY OF $256,942; AND

APPROVAL OF THE PLANS AND SPECIFICATIONS THEREFOR
WITH RESPECT TO DESIGN CRITERIA; AND

PURSUANT TO THE PROVISIONS OF THE CALIFORNIA

ENVIRONMENTAL QUALITY ACT (CEQA), CITY COUNCIL WILL

ALSO CONSIDER FINDING THE PROJECT CATEGORICALLY

EXEMPT FROM FURTHER REVIEW UNDER CEQA
Attachments: 1. Agreement with Gentry General Engineering, Inc.

2. Project Plans and Specifications

3. Categorical Exemption

4. December 23, 2025 Rodeo Drive Committee/Special Event Liaison Report

RECOMMENDATION
Staff recommends that City Council approve the award of a contract to the lowest responsive/responsible bidder, Gentry General Engineering, Inc., for the Rodeo Drive Bollards Phase 2 Project in the amount of $2,569,424; approve a contingency in the amount of $256,942 (10%); approve a purchase order to Gentry General Engineering, Inc. in the amount of $2,826,366; approve the plans and specifications as detailed in the bid documents, which are adopted and approved with respect to design criteria; and, pursuant

BEVERLY
HILLS
id
Meeting Date: July 21, 2026

to the provisions of the California Environmental Quality Act (CEQA), City Council will also consider finding the project exempt from further review under CEQA.

INTRODUCTION
This report requests City Council approval to award a contract to the lowest responsible bidder for the Rodeo Drive Bollards Phase 2 Project. The project scope includes the installation of non-removable cylindrical bollards at the curb ramps at each intersection, mid-block pedestrian crossing ramps, and driveway approaches along Rodeo Drive between South Santa Monica Boulevard and Wilshire Boulevard. The purpose of the bollard installation is designed to protect against vehicles being used to perpetrate smash and grab robberies of stores.

In addition, the scope of work will include the replacement of the traffic signal poles within the work area as part of the ongoing CIP program to remove and replace all aging traffic signal poles within the business triangle.

DISCUSSION
In the summer of 2017, 24 protective sidewalk security barriers (K-rails) were installed along Rodeo Drive as part of a temporary seating initiative, which also included 48 bistro tables, 192 chairs placed at 24 locations, and 96 planter boxes. This temporary seating was originally scheduled for removal by late 2019 at the request of the Rodeo Drive business and property owners; however, the green concrete K-rails were left in place for approximately seven years. The Rodeo Drive Committee (RDC) proposed replacing the K-rails with spherical bollards. On April 24, 2023, the RDC-proposed bollard design was reviewed by the Rodeo Drive Committee/Special Events/Holiday Program (City Council Liaisons), and on May 2, 2023, the selection was reviewed and approved by City Council.

Phase 1 of this project, which included the installation of 270 concrete spherical bollards on both sides of Rodeo Drive between South Santa Monica Boulevard and Wilshire Boulevard, was completed and accepted by City Council on October 1, 2024.

Subsequently, the design for Phase 2 of this project, which includes barriers at the intersections, mid-block crossings and driveways in the same area of Rodeo Drive, began in February 2025 after an informal Request for Proposal (RFP) process to select a professional design services firm. KPFF Engineers (KPFF) was selected by staff for its excellent references in the region and its proposal that demonstrated a full understanding of the scope of work.

KPFF reviewed the traffic conditions and determined that traffic-rated bollards would be appropriate for Rodeo Drive and developed a Vehicle Barrier Study, detailing the design intent. The criteria used included the speed of typical traffic, the highest passenger vehicle weight, as well as vehicle sizing for spacing.

During meetings in Phase 1 of the project, the Rodeo Drive Committee selected a concrete cover for the curb-cut bollards to match the color and texture of the spherical bollards. In August of 2025, staff shared graphics with representatives from the Rodeo Drive Committee to demonstrate the size and spacing of the bollards; after which, staff ordered a sample bollard cover to better understand the scale of the bollard with the requested concrete cover. The RDC and staff determined that the concrete cover created too large Meeting Date: July 21, 2026

of a bollard, and the RDC preferred to go with a brushed stainless-steel cover with an angled top (the slanted top prevents people from leaving trash on the bollard).

As the design progressed, staff recognized that the work zone for the bollards would impact some traffic signal poles, which were already planned for future replacement. The design scope was increased to include the replacement of these impacted traffic signal poles. On September 30, 2025, City Council approved an amendment to the agreement with KPFF to include the traffic signal design into the project. On December 23, 2035, staff presented the plans and revised bollard cover to the City Council Liaisons.

The revised bollard cover and incorporation of the traffic signal poles adjacent to bollard locations added time to the design phase; however, it provides a net benefit by avoiding future disruption to those areas and reducing the scope of the City's broader signal pole replacement program in the Business District. The final design for the Rodeo Drive Bollards was completed in May 2026.

Subsequently, on May 19, 2026, a Notice to Bidders was published on the City’s web portal PlanetBids and was also published in the Beverly Hills Courier and the Beverly Press on May 22 and 28, respectively. On June 11, 2026, bids were received. The lowest of which was determined to not be responsive/responsible, and the bid results were as follows:

US Builders and Consultants Inc. $ 2,544,800.00
Gentry General Engineering, Inc. $ 2,569,432.50
Engineer’s Estimate $ 2,900,000.00
Environmental Construction, Inc. $ 3,352,831.00
PALP dba Excel Paving $ 3,677,448.00
The above bid amounts were tabulated using unit prices, which take precedence over the submitted total bid amounts. It was determined that US Builders and Consultants Inc. could not meet the bid requirements with the subconsultants listed, and, therefore, the lowest bid was determined to be non-responsive. All documents submitted by Gentry General Engineering, Inc. were in order, and they are the lowest responsible/responsive bidder.

Staff recommends that the bid be accepted and a contract awarded to Gentry General Engineering, Inc.

Community Engagement
City staff has been coordinating with the Rodeo Drive Committee (RDC) throughout this project regarding the design and placement of the Phase 2 bollards. The initial request for the Phase 2 bollards was to match the spherical bollards with a concrete cover over the structural steel bollard. However, because a concrete cover requires significant mass to be structurally safe, a sample cover was ordered for review. Upon review of the sample, the RDC and staff determined that this was too large, and a stainless steel cover was selected. The cover will have a brushed finish and an angled top for maintenance and safety issues. Additionally, the second phase bollard design and draft locations were reviewed by the City Council Liaisons, then Mayor Nazarian and Councilmember Friedman, on December 23, 2025.

Meeting Date: July 21, 2026

Prior to the start of construction, staff will share the approved plans and schedule with the RDC. Staff will also work with the RDC and individual businesses throughout the construction regarding the schedule and mitigation measures to minimize impact to their businesses.

ENVIRONMENTAL ASSESSMENT
The Project has been assessed in accordance with the authority and criteria contained in the California Environmental Quality Act (CEQA, Public Resources Code Sections 21000 et seq.), the State CEQA Guidelines[1] (California Code of Regulations, Title 14, Section 15000 et seq.), and the environmental regulations of the City. The project meets the requirements for a Class 1 Categorical Exemption (Existing Facilities) in accordance with the requirements of Section §15301 of the state CEQA Guidelines. This exemption is applicable to the maintenance or minor alteration of existing public facilities involving negligible or no expansion of existing or former use. Therefore, it is recommended that City Council find the project exempt from further review under the provisions of CEQA.

FISCAL IMPACT
A construction contingency allowance in the amount of $256,942 (10%) has been included in the total purchase order amount of $2,826,366. Any change orders that require expenditure from this allowance shall be made only upon written request in accordance with the Beverly Hills Municipal Code §3-3-110 regarding change orders.

Funding is available in the Urban Design and Street Light and Signal Pole Replacement CIP budgets to cover the cost of this contract. TOT Tourism and Marketing funding that has been earmarked for public safety purposes will be transferred to the Urban Design project in the Infrastructure Fund to pay for the Phase 2 bollards portion of the project ($1,357,348).

Account Number Description Amount
60012402-850000-00864 Urban Design $1,357,348
60007603-850000-00630 Street Light and Signal Pole Replacement $1,469,018

Shana Epstein,
Director of Public Works
Approved By
[1] The CEQA Guidelines and Statute are available online at http://ceres.ca.gov/ceqa/guidelines Attachment 1

AGREEMENT
THIS AGREEMENT, made and entered into this 21st day of July, 2026, by and between the CITY OF BEVERLY HILLS, a municipal corporation, hereinafter referred to as “City”, and Gentry General Engineering, Inc.
320 W. Tropica Road
Colton, CA 92324
hereinafter referred to as “Contractor”;

W I T N E S S E T H
In this consideration of their covenants the parties hereto agree as follows:

1. Contractor shall furnish all labor, materials and equipment necessary to perform the following work in the City of Beverly Hills, California, strictly in accordance with the Notice to Bidders, Proposal form, Plans and Specifications for such improvement, Standard Contractual Requirements and inclusive of Addendums, each of which documents are made a part of this Contract as though fully set forth herein:

RODEO DRIVE BOLLARDS PHASE 2

2. In consideration of such work City agrees to pay Contractor and Contractor agrees to accept the sum of Two Million Five Hundred Sixty-Nine Thousand Four Hundred Twenty-Four Dollars ($2,569,424) in the manner provided in subject Plans and Specifications and subject to adjustment provided therein.

3. Concurrently with the execution of this Contract, Contractor shall file with the City the bonds and certificates of insurance specified in said Standard Contractual Requirements.

4. This Contract shall not be assigned without the written permission of the City Council.

IN WITNESS WHEREOF, the parties hereto have executed this instrument the day and year first above written.

ATTEST:
____________________________________________
HUMA AHMED, City Clerk

CITY OF BEVERLY HILLS,
A municipal corporation
____________________________________________
CRAIG A. CORMAN, Mayor
APPROVED AS TO CONTENT:
____________________________________________
RYAN GOHLICH, City Manager
CONTRACTOR:
____________________________________________
____________________________________________
SHANA E. EPSTEIN, Director of Public Works
____________________________________________
DAREN GRILLEY, Assistant Director of Public Works /
City Engineer
____________________________________________
SHARON L’HEUREUX DRESSEL, Risk Manager
____________________________________________
ANTHONY RODSTEIN, Purchasing Services Manager
____________________________________________

APPROVED AS TO FORM:
____________________________________________
LAURENCE S. WIENER, City Attorney
FUNDS AVAILABLE:
____________________________________________
JEFF S. MUIR, Director of Finance
Attachment 2
DATE REVISION DRAWN CHECKED F.B. NO. DESIGNED DATE DATE PAGE SCALES AS SHOWN DATE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 2221 SHEET NO. JOB NO. BY OF SUBMITTED TO APPROVED TO DRWG. SHEETS NO. 7521 DATE DATE CITY OF BEVERLY HILLS, CALIFORNIA 13 AMAK RODEO DRIVE BOLLARDS PHASE 2 ZW BID SET 05/08/2026 PREPARED BY: 1200 Newport Center Drive, Suite 250 Newport Beach, CA 92660 O: 949.478.8800 www.kpff.com TERESA REVIS DAREN GRILLEY 05/13/2026 1 TITLE SHEET CITY OF BEVERLY HILLS RODEO DRIVE BOLLARD PROJECT PHASE 2 PROJECT SITE ” SHEET INDEX SHEET TITLE
1 TITLE SHEET
2 COMPOSITE PLAN
3 RODEO DRIVE - LOCATIONS 1-2
4 RODEO DRIVE - LOCATIONS 3-6
5 RODEO DRIVE - LOCATIONS 8-11
6 RODEO DRIVE - LOCATIONS 12-13
7 RODEO DRIVE - LOCATIONS 14-16
8 RODEO DRIVE - LOCATIONS 17-189 RODEO DRIVE - LOCATION 19 CIVIL PLANS STRUCTURAL PLANS 10 GENERAL STRUCTURAL NOTES TRAFFIC PLAN 13 TRAFFIC SIGNAL IMPROVEMENT PLAN 11 TYPICAL CONCRETE DETAILS 12 BOLLARD DETAILS GEN
ERAL
N
OTE
S: LE
G
E
N
D: P
ROJ
ECT
DIR
E
C
T
ORY:
r
-
--, I GI BOLLAR
D
S, FO
OTI
NG SH
O
WN FOR
R
EFE
R
E
N
CE
O
N
LY
L
.
__ _J
L
OW
P
OINT
OF
C
OVER

CI INDICATES DI
R
E
CTI
ON
OF SL
O
P
E
D
-
TO SS

BOLLARD
C
OVER
O
RIENT
ATI
O
N.
([O])

TRAFFIC

POLE, FO
OTI
NG
S
H
O
WN FOR
R
EFE
REN
CE
O
N
LY
•

1. W
O
RK
S
H
O
WN HE
R
E
ON
SHALL
BE DO
NE IN
A
C
C
O
R
DAN
CE
WITH THE "STAN

DARD SP
E

CIFICATI
O
NS
F
OR PU
BLIC
W
O
R
KS
C
O
NSTR
U
CTI
O
N," LATEST EDITI
ON AND
S
U
PPL
E
M
E

NTS, THE CALI
F
O
R
NIA
B

UILDING
C
O
D
E, AND
CITY
OF
BEVER

LY HIULS LOCAL
O
RDINAN

CES AS AP
PLICABLE.

2. EXISTI
NG
T
O

POGRAPHY
S
H
O
WN HE
R
E
ON
WAS
T
A
K
EN FR
OM A
S
URVEY
D
ATED
MAR
CH 12, 2
0 25 BY

HAHN AND AS
S
OCI
ATES.

3. THE
C
ONTRAC
T
OR

SHALL AS
S
U
ME

SOLE AND
C
O
M
P
LETE
R
E
S
P
O

NSIBILITY FOR THE JOB SITE
C
O
N
DITI
O
N
S, IN
CLU

DING SAFETY
OF AIL
P
E
R
S
O
NS AND
P
R
O
P

ERTY, D
U

RING THE
C
O
URSE
OF
C
O
NSTR
UCTI
ON

OF THIS
P
ROJ
E
C
T. THIS
R
E
Q
UIR
E
M
ENT
S
HALL
A
P
P
LY
C
ONTI
N
U
O
U
S
L
Y, AND
SHALL
NOT
BE LI
MITED
TO
N
O
RMAL
W
O
R

KING HO
U
R
S.

4. INV
E

RT ELEV
ATIO
NS

OF EXISTING
PIP

ES AND UTILITI
ES
S
H
O
WN
ON THE
PLANS

AT THE JOIN
TO
NEW
C
O
NSTRU
CTI
ON
WERE
OBTAI
N
ED FR
OM

VARIOUS SO
U
R
C

ES MADE
A

VAILABLE
TO
K

PFF BUT,
UNLE
SS
A
C
CES

SIBLE, HAVE
N
OT BE
EN FI
ELD VE
RIFIED. THE
C
ONTRA
C
T

OR SHALL HI
RE A
SURVEY
O
R, LI
C
E
N
S

ED IN THE ST
ATE
W
H
E
RE THE
W
O
RK IS
TO
BE
P
E
R
F
O
R
M
E
D, TO
P
E
R
F
O
RM
C
O
NSTR
UCTI

ON STAKING AND
TO VE

RIFY TIHAT THE AS
S
U
M
ED
S
U
R
F
A

CE ELEV
ATI
O
N

S, PIPE AND

UTILITY INVE

RT ELEV
ATION
S
H
O
WN
ON THE
PLANS

AT THE JOIN

TO THE EXISTING IM
P
R
OVE
M
E
NTS
AND

AT UTILITY
C
R
O
S
SIN

GS MATCH EXISTI

NG ELEV
ATI
O

NS IN THE FI
ELD. THE
C
ONTRA
C
T
OR
SHALL
P
OTH

OLE EXISTI

NG UTILITI
ES IF
N
E
C
E
SSARY
TO
C
O
NFI

RM THIS IN
F
O
RMATI
O
N. T
HE
C
ONTRA
C
T
OR

SHALL IM
M
E

DIATELY NOTIFY THE ENGI
N
E
ER

OF ANY DI
S
C
R
E
PANCIES. THE
C
ONTRA
C
T
OR
SHALL
C
O
O
R

DINATE THE TI
MING

OF THIS
W
O
RK
TO ALL
OW FOR
N
E
C
E

SSARY ADJ
USTM
ENTS
TO THE
C
O
NSTR
UCTI
ON
D
O
C
U
M
ENTS
WITH
O
UT
C
O
NSTR
UCTI
ON
R
E
-
W
O
RK
OR
C
O
NSTR
U
C
TION
S
C
H
E
D
ULE
IM
P
A
CTS.

5. C
O
NSTR
U
CTI

ON STAKING
SHALL
BE
D
E

RIVED FR
OM THE
B
E
N
C

HMARK AND
M
O
N
U
M
ENT IN
F
O
RMATI
ON
P
R
OVI
D
ED
ON THE
PLAN
S. C
ONTR

OL POINTS
S
H
O
WN
ON THE
PLANS
OR IN
C
O
M
PUTER
M
O
DELS

TIHAT MAY

BE SHAR
ED

WITH THE
C
ONTRA
C
T

OR ARE FOR
REFE
R
E
N
CE
O
N
LY AND
SHALL
N
OT
BE
US
ED FOR
C
O
NSTR
UCTI

ON STAKIN
G. DIS
C
R
E
PAN
CIES
OR IN
C
O
NSISTE
N
CIES
SHALL
BE
B
R
O
U
GHT
TO
THE IM
M
E
DIATE
ATT
ENTI
ON

OF THE ENGI
N
E
E
R.

6. ALL
DRA
WIN
GS ARE
C
O
N
SID
E
R
ED

TO BE A
PART
OF THE
C
ONTRA
CT DO
C
U
M
ENTS. THE
C
ONTRA
C
T
OR

SHALL BE
RESPO
N

SIBLE FOR THE

REVIEW AND
C
O
O
R
DINATI
ON
OF AIL
DRA
WIN
GS AND
SP
E

CIFICATI
O
NS
P
RIOR

TO THE START
OF
C
O
NSTR
U
C
TIO
N. ANY
DIS
C
R
E
PAN

CIES TIHAT OC
C

UR SHALL
BE
B
R
O
U
GHT
TO
T
HE

ATTENTI
ON

OF THE AR
C
HITE
CT
P
RIOR

TO THE START
OF
C
O
NSTR
UCTI
ON
SO

TIHAT A

CLARIFICATI
ON CAN
BE IS
S
U
E
D. ANY
W
O
RK
P
E
R
F
O
R
M
ED IN
C
O
NFLI
CT

WITH THE
C
ONTRA
CT
D
O
C
U
M
ENTS
OR
ANY
C
O
DE
R
EQUIR
E
M
ENTS
SHALL
BE
C
O
R
R
E

CTED BY THE
C

ONTRACT
OR

AT THEIR
O
WN EX
P
E
N
SE AND
AT
NO EX
P
E
N
SE
TO THE
OWNER
OR AR
C
HITE
C
T.

7. THE EN
GIN
E
ER
P
R
E
P
A
RING
T
HESE
PLANS
WILL
N
OT
BE
RES
P
O
N

SIBLE FO

R, OR LIABLE FO
R,
UN
AUTH
O
RIZ
ED
CHAN
GES
TO
OR
U
S
ES
OF TH
E
SE
PLAN
S. AIL
CHAN
GES
TO
T
HE
PLANS
M
UST BE

IN WRITI
NG AND
M
UST
BE AP
P
R
O
V

ED BY THE
P
R
E
PAR
ER

OF THESE
PLAN
S. L.

B
E
V
E
RL
H
I
L
LS
d6
C

ONTRACTOR'S SU
B
MITTAL
R
E
Q
UIR
E
MENTS:

THE FOLL
O

WING LIST ID
ENTIFI
ES
S
U
B

MITTALS THAT
T
HE
C
O
NTRA
C
T
OR
M
UST
P
R
OVI
DE
P
R
O
M
PTLY
TO
K

PFF FOR

REVIEW AND
R
E
S
P
O
N
SE. THE
C
ONTRA
C
T
OR IS
RES
P
O

NSIBLE FOR
C
O
M
P
LYI

NG WITH ALL
R
EQUIR
E
M

ENTS OUTLI
N

ED IN THE
C
ONTRA
CT
D
O
C
U
M

ENTS, R
EGAR
DLESS
OF
W
HETH
ER
K
PFF
S
P
E

CIFICALLY
R
E
Q
U
ESTS
REVIEW
OF
INDIVI
D

UAL ITE

MS LISTED
BEL
O
W. W
O
RK

RELATED
TO TH
E
SE SU
B

MITTALS
SHALL
N
OT
B
E
GIN
UNTIL
K

PFF HAS
P
ROVI
D
ED
W

RITTEN AP
P
R
O
VAL.

1. AS
PHALT
C
O
N
C

RETE PAVE
M

ENT MIX
D
ESI
GN

GENERAL
-
-
--

ANNOTATION
100.008
(100.00
0 0)
/

2.0%
-
-
-
-
--
rzzza

CIVIL LIMITS
OF
W
O
RK
SU
R
F
A

CE ELEV
ATI
O

N/UTILITY ELEV
ATI
ON
EXISTI
NG
S
U
R
F
A

CE ELEV
ATI
O

N/UTILITY ELEV
ATI
ON
C
O
NSTR
U
CTI
ON
N
OTE
SL
O

PE (DIR
E
CTI
ON AND
GRAD
E)
C
U
R
B
/BA
CK
OF
C
U
R
B
/
GUTTER
PR
O
P

ERTY LI
N
E
/RI
GHT
OF
W
AY
C

ENTER LI
NE
IS
OLATI

ON JOINT
LIT
H
O
C
RETE
C
O
N
C
RETE
P
AVE
M

ENT (EXISTI
N
G)
CMIL, ENGINEER; K
PFF
C
O
N
S
U

LTING EN
GIN
EERS
140
NEW
P
ORT
C
ENTER
D
RIV
E, SUITE 1 DO
NEW
P
ORT
BEA
C
H, CA 92
6 26
TEL: 9
4 9.4
7 8.8
8 00
C
ONT
A
C
T: AYU
MI M
URAI
STRUCTURAL ENGINEER; K
PFF
C
O
N
S
U
LTI
NG EN
GIN
EERS
7 00
S

OUTH FL
O

WER STR

EET, SUITE
2000
&
2100
LOS AN
G
ELE
S, CA 90017
TEL. 213.418.0
2 01
C
ONT
A
CT: MARK NADAL
SURVEYOR: HAHN AND AS
SOCI

ATES, IN
C.
28 368
C
O

NSTELLATI
ON
R
OAD, S
UITE
3 00
SAN
TA

CLARITA, CA
913
55 TEL. 661.7
7 5.9
5 00
C
ONT
ACT: BRAN
D

ON HAHN
IRAEEIC. ENGINEER; LI
N
S
C

OTT, LAW &
G
R
E
E
N
S
PAN EN
GIN
E
ERS
2 EX
ECU
TE

CIRCLE, SUITE
2 50
IRVI
N
E, CA 92
614
TEL. 9
4 9.8

25. 6175
C
ONT
ACT: JER
EMY
M
E
M
PIN
Burton Way
oarton w ~ z
z
Burton Way
r =
"" % • z 6 " • ,. .... , % • o° 9
Clifton
...
st
•
o «e c•
% «, 4s" % s ... % <> 3 9
Wilshire Blvd Wilshire Blvd Wilshire Blvd
G GAS

E ELECTRIC T TELE
P
H
O
NE
TS TRAFFlC
SIGNAL
TC TEL
E
C
O
M
M
U
NICATI

ON CABLE
9 UTILITY MAN
HOLE
t ± = • ... $ • 9 g • \ %-.,_ •
PR
O
P
O
S
ED MAJ
OR
C
ONT
O
UR
PR
O
P
O
S
ED
MIN
OR
C
ONT
O
UR
GRADE
B

REAK LI
NE

RIDGE LI
NE

JOINT LI
NE

GRAVEL BAG FI
B
ER
R
OLL
PR
O
P
O
S
ED
B

UILDING EXCA
V
ATI
ON
OUTLI
NE
SU
R
F
A

CE FLOW
DIR
ECTI
ON
Wilshire Blvd

UTILITY
ss SANITARY
SEW
ER
w
W
ATER
DW
D
O
MESTIC
W
ATER
FW FI
RE
W
ATER
Sil ST
O
RM
DRAIN

EROSION CONTROL GRADING
1[
fl[)
-
-
-
G
B
-
--
-
-
-
R
-
--
%
o
r5Sy@} we,':& e
. .,
N
o. €
7 4
7 68 .+
· Exp. 12/31/27
CIVM
L.
£or
cf
Wilshire Blvd
( • d < " • & 5 8 e " £ • • 8 • i 2 3 • , 2 " • • i • • $ 0 = t F • $ • a • g • g
� e U • • -
• F
rad
Nits hire Blvd
N
ORTH
N
OT

TO SCALE

PLANTER AREA P
OINT
OF
C
O
N
N
E
CTI
ON
P
OST IN

DICATOR
VALVE
P

ORTLAND
C
E
M
ENT
C
O
N
C
RETE
P
RES
S
U
RE
R
E
D
U
CING
VALVE
P
O

LYVINYL
C
H
L
O
RIDE
P
R
O
P

ERTY LI
NE

RADIUS R
E
C
TAN
G

ULAR CAST IR

ON PIPE
ROOF
DRAIN
RI
GHT
-
OF-
-
W
AY
S
OUTH
S
L
O
PE EQ
UALS
ST
O
RM
DRAIN
STAN
DARD
DETAIL
DRAWI
NG

SANITARY
SEW
ER MAN
HOLE

SANITARY
SEW
ER

STANDARD ST
O
RM

DRAIN MAN
H
OLE
T
OP
OF
C
U
RB
TELE
P
H
O
NE
T
OP
OF
GRATE
T
OP

OF STAIRS
T
OP
OF
WALL
TRAFFlC
SIGNAL
TRAFFlC
SIGNAL
B
OX

TYPICAL TELEVI
SION
VE

RIFY IN FI
ELD
VAU
LT

VITRIFI
ED
CLAY
PIPE
W
EST
W
ATER
W
ATER
METER
W
ATER
VALVE
(N)
NTS
PA P
OC
PIV P
CC
PR\/ PVC PL, R Re R
CIP
RO RW,
R/W
(s) S= SD SOD SS
MH
ss STD SD
MH
TC T
EL
TG T
OS
TW TS TSB TYP TV V.I.F. VLT V
CP
(w) w WM WV
AS

PHALTIC
C
O
N
C
RETE
BA
CK
OF
W
ALK
B
UILDI
NG
B
E
N

CH MARK
B
OTT
OM

OF STAI
RS
BEST
MANA
G
E
M
ENT
PRACTI
C
ES
CA
T

CH BASIN

CAST IR
ON
C
ENT
ER LI
NE
C
O
N
C

RETE MAS
O
NRY
U
NIT
CLEAN
OUT
C
O
N
C
RETE
C
U
RB FA
CE
D
O
MESTIC
W
ATER

EAST ED
GE
OF
GUTTER
ELEV
ATI
ON

ELECTRIC, ELE
C
T
RICAL
EXISTI
NG
FI
RE
D
E
P
A
RTM
ENT
C
O
N
N
E
CTI
ON
FI
NIS
H

ED FLOOR
FI
NIS
H
ED

GRADE (LAN
D
SCAP
E)
FINI
S
H
ED SU
R
F
A

CE (HAR
D
SCAP
E)
FI

RE HYDRANT
FL
OW LI
NE
FO
OT

OR FEET
FIXTU
RE
U
NITS
GATE
V
ALVE
FI
RE
W
ATER
GALL
O

NS PER MI
N
U
TE
HIGH
D
E
N

SITY PO

LYETHYLENE
HIGH
P
OINT

INVERT LOW POINT MAXI
M
UM
MINIM
UM
MAN
H
OLE
P

ORTLAND
C
E
M
ENT
C
O
N
C
RETE
MIX
DESI
GN FOR
WALK
W
AYS, V
EHI
C
ULAR
P
AVE
M
ENT, C
U
R
B

S, GUTTERS, C
R
O
SS
GUTTE
R
S, ANO
S
WALES
P
AVE
M
ENT
A
G
G
R

EGATE BASE
P
AVE
M

ENT STRIPI
NG
TRU

NCATED DO
M
ES (AD
A)

2. 3. 4. 5.

AB
B

REVIATI
O
N
S:

AC BW BLDG BM B
OS
B
MP
CB CI c
L, €
CMU co C
O
NC
CF DW (E) EG EL, ELEV ELEC EX., EXIST. FDC FF FG FS FH FL FT FU GV FW G PM
HD
PE
e, @) INV. • @ MAX. MI
N.

MH

8. 11. THE
P
R
O
P
O
S
ED

GRADE IS THE FINAL

GRADE AND
N
OT THE
R
O
U
GH
GRADE.

T
HE
C

ONTRACT
OR

SHALL SUBTRA

CT THE THIC
K
N
E
SS
OF THE
P

AVED SE
CTI
ON AN
D
/
OR LAN
D
SCAPE
T
O
P
S
OIL
S
ECTI
ON
TO AR
RE
AT THE
R
O
U
GH

GRADE ELEV
ATI
O
N.

12. STRAI
GHT
GRADE
SHALL

BE MAINTAI
N
ED
BETW
E
EN
C
ONT
O
UR LI
N
ES AND
S
P

OT ELEV
ATI
O
NS
U
NLE
SS
OTH
E
R
WISE
S
H
O
WN

ON THE PLAN
S.

13. ALL

DEBRIS AND FO
REI

GN MATERIAL
SHALL
BE
R
E
M

OVED FR
OM THE

SITE AND DI
S
P
O
S
ED
OF
AT
AP
P
R

OVED DI
S
P
OSAL
SITE
S. THE
C
ONTRA
C
T

OR SHALL
OBTAIN
N
E
C
E

SSARY PE
R

MITS FOR THE
TRAN
S
P
ORT
ATI
ON

OF MATERIAL TO AND FR
OM THE
SITE

ON SAME
W
O
RK
D
AY.

14. ALL FILL
S
OILS
OR
S
OILS
DISTU
R
B
ED
OR
OVE
R
E
XCA
V
ATED
D
URI
NG
C
O
NSTR
U
CTI
ON
SHALL
BE
C
O
M
P
ACTED
P
ER THE
R
E
Q
UIR
E
MENTS
OF THE
S
OILS
R
E
P
ORT
BUT
N
OT LESS THAN 90% MAXI
M
UM
D
E
N

SITY AS
DETE
RMI
N
ED BY A.

S.T.M. SOIL
C
O
M
P
A
CTI

ON TEST
D
-15
5 7.

15. THE
C
ONTRA
C
T
OR
SHALL

OBTAIN AN
O.S.H.A.

P
E
R
MIT FR

OM THE CALI
F
O

RNIA DIVISI
ON
OF
IN
D

USTRIAL SAFETY PRIOR
TO THE
C
O
NSTR
UCTI
ON
OF TR
E
N
C
H
ES

OR EXCA
V
ATI
O
NS
W

HICH ARE

FIVE FEET
OR
D
E
E
P
E
R.

16. C
O
NSTR
U
CTI

ON STAKING
F
OR IM
P
R
OVE
M
ENTS
S
H
O
WN

ON THESE PLANS SHALL
BE
P
E
R
F
O
R
M
ED BY
A LI
C
E
N
S

ED LANO
S
URVEY
O
R.

17. THE
C

ONTRACT
OR
SHALL
R
E
PLA

CE ALL EXISTI
NG IM
P
R
OVE
M
ENTS
DAMA
G

ED DURI
NG
C
O
NSTRU
CTI
ON

TO MATCH EXISTI
N
G, IN
C
L
U
DING
P
E
RMAN
E
NT TR
E
N
CH
R
E
S
U
R
F
A
CIN
G.

18. C
O
NTRAC
T
OR
TO
C
ONT
A
CT UN
D
E
R
G
R
O
U
ND
S
ERVI

CE ALERT
PRI
OR

TO EXCA
V
ATI
O
N.

SOUTH
E

RN CALI
F
O
R
NIA:

OIGALERT.O
RG
P
H
O
N
E: 811

19. ALL
DIM
E
N
SIO

NS ARE IN FEET
OR
D
E

CIMALS TH
E
R
E
O
F.

20. ALL
C
U
RB DI
M
E
NSI
O

NS AND RADII ARE
TO
P
AVE
M
ENT
F
A
CE
OF
C
U
R
B.

21. C
O

NTRACTOR
TO
BE
A
WARE
OF ALL
OVE
R

HEAD LI
N
ES
AT AIL

TIMES, SO AS
N
OT
TO
DISTU
RB
TH
EM.

22. W
ATER
SHALL
BE
P
R
OVI
D
ED
O
N

SITE AND
U
S
ED
TO
C
ONT
R
OL
O
UST
D
U
RING
C
O
NSTR
UCTI
ON
O

PERATIO
N
S.

23. C

ONTRACTOR
SHALL

OBTAIN ANY
N
E
C
E
SSARY
P
E
R

MITS FR
OM THE
CITY
OF

BEVERLY HILLS FOR
ALL
W
O
RK

WITHIN THE
P
UBLIC

RIGHT--
OF-
-
W
AY.

24. ST
O
RM
DRAINA

GE SYSTE
MS
S
H
O
WN
ON TH
E

SE PLANS HAVE
BEEN
D
ESI
G
N

ED FOR THE FINAL SI
TE
C
O
N
DITION
AT
C
O
M
PLETI
ON
OF THE
P
ROJ
E
C
T. THE
C
ONTRA
C
T
OR IS
R
E
S
P
O
N
SIBLE
F

OR MAINTAI
NING
AD
E
Q
U

ATE DRAINA
GE
OF THE

SITE, DURI

NG INTERIM
C
O
NDITI
O
NS
OF
C
O
NSTR
U
CTI
O
N.

25. C
O

NTRACTOR
SHALL

OBTAIN ALL
R
E
Q
UIR
ED
P
E
R

MITS, INCL
UDI
NG
N
P
D
E
S, FR

OM THE AP
P
R
O
P
RIATE
JU
RIS
DICTI
ONAL
A
G
E
N

CIES FOR
DIS
CHAR
GE
OF
G
R
O
U
N
D
W
ATER

THAT MAY BE
N
E
C
E
SSARY
TO
A
C
C
O
M
PLI

SH EXCA
V
ATI
O
NS
S
H
O
WN
ON
T
H
E
SE
PLAN
S.

26. BLAN
KET
P
R
OTE
CTI

ON SHALL BE
P
R
O
VID
ED
F

OR AIL UTILITY

PIPES ANO
C
O
N
D
UITS
U
N
D
ER
DRIVEW
AYS, R
OAD
W
AYS,
PARKI

NG LOTS, AND
O
T
H
ER VE
HIC
ULAR
P
ATH

OF TRAVEL
P
ER AP
WA
STAN

DARD PLAN
2 2
5 -1 W
H
E
RE THE
MINIM
UM
C
OVER

OVER THE PIP
ES AND
C
O
N
D

UITS IS LE
SS
THAN
3 6.

27. C
O
NTRA
CTOR

SHALL ADJ

UST ALL EXISTI

NG UTILITI
ES SU

CH AS MAN
H
OLE
C

OVERS, CLEAN OUTLET
C
OVE
R

S, METER
B
O
XES, P
ULL
B
O

XES, VALVE
B
O

XES, AREA DRAI
N

S, CATCH BASIN
S, FI
RE

HYDRANTS AND
OTH
ER
S
U
R
F
A

CE UTILITIES
TO
NEW FI
NISH
GRADE. NOT

ALL EXISTI
NG SU
R
F
A
CE

UTILITI

ES MAY HAVE
B
E
EN ID
ENTIFI
ED
ON TH
E

SE PLANS TIHAT MAY
R
E
Q

UIRE ADJ
UST
M
ENT
TO
NEW
GRAD
E, THE
C
ONTRA
C
T
OR
SHALL
BE
R
E
S
P
O
N
SIBLE
TO VI

SIT THE
SITE

TO FULLY
A
C
K
N
O
WLE
D
G
E,
UN
D
E

RSTAND ANO IN
C
L
U

DE THE EXTEND
OF
W
O
RK
R
E
Q
UIR
E
D.

NOTES AND

DETAILS
ON
DRAWI
N
GS
SHALL
TAKE
P
R
E
CED
E
N
CE
OVER
G
E
N

ERAL NOTES
A

ND TYPICAL
DETAIL
S. W
H
E

RE NO DETAILS ARE GIVE
N, C
O
NSTR
U
CTI
ON
SHALL

BE AS SH
O

WN FOR SIMILAR
W
O
R
K. THE EXIST
E
N
C

E, LOCATION AND

CHARACTE
RISTI
CS
OF
U
N
D
E
R
G
R
O
U

ND UTILITY IN
F
O
RMATI
ON
S
H
O
WN
ON TH
E

SE PLANS HA
VE
B
E
EN
OBTAI
N
ED FR
OM A
REVIEW
OF
A

VAILABLE
R
E
C
O
RD DATA. NO
R
E
P
R
E
S
ENT
ATI

ON IS MADE AS
TO THE
A
C
C
URACY
OR
C
O
M
PLETE
N
E
SS

OF SAID UTILITY
IN
F
O
RMATI
O
N. THE
C
ONTRA
C
T

OR SHALL
T
A
KE PR
ECAUTI
ONARY
MEASU
RES
TO PR

OTECT THE UTILITY
LI
N
ES
S
H
O

WN AND ANY
OTH
ER LI
N
ES NOT
OF
R
E
C
O
RD
OR
N
OT
S
H
O
WN
ON TH
E

SE PLAN
S.

10. IF

AT ANY TI
ME
D
U
RING

GRADING
O
P
ERATIO
N

S, ANY UN
F
A
V
ORABLE
G
E
O

LOGICAL
C
O
N
DITI
O
NS ARE
E
N
C
O
UNTE
R
E

D, GRADING IN TIHAT AREA

WILL ST
OP

UNTIL AP
P
R
OVED
C
O
R
R
E
CTIVE
MEAS
U

RES ARE
OBTAI
N
E
D.

9. f i
S. SANTA MONICA BLVD. WILSHIRE BLVD.

DAYTON WAY
BRIGHTON WAY SEE SHEET 3 SEE SHEET 4 SEE SHEET 4 SEE SHEET 5 SEE SHEET 6 SEE SHEET 7 SEE SHEET 8 SEE SHEET 9 LOCATION: 1 LOCATION: 3 LOCATION: 4 LOCATION: 5 LOCATION: 6 LOCATION: 8 LOCATION: 10 LOCATION: 9 LOCATION: 11 LOCATION: 12 LOCATION: 13 LOCATION: 14 LOCATION: 15 LOCATION: 17&18 LOCATION: 16 LOCATION: 19 RODEO DRIVE RODEO DRIVE LOCATION: 7 LOCATION: 2 NOT A PART OF BID SHOWN FOR REFERENCE ONLY DATE REVISION DRAWN CHECKED F.B. NO. DESIGNED DATE DATE PAGE SCALES AS SHOWN DATE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 2221 SHEET NO. JOB NO. BY OF SUBMITTED TO APPROVED TO DRWG. SHEETS NO. 7521 DATE DATE CITY OF BEVERLY HILLS, CALIFORNIA 13 AMAK RODEO DRIVE BOLLARDS PHASE 2 ZW BID SET 05/08/2026 PREPARED BY: 1200 Newport Center Drive, Suite 250 Newport Beach, CA 92660 O: 949.478.8800 www.kpff.com TERESA REVIS DAREN GRILLEY 05/13/2026 2 COMPOSITE PLAN my I I I I I I I I n l ml! I ... □ □ □ □ D a ala □ 0a at □ □ □ ­ □ □ D □ □ ­­­­, r le .­­+­­, · 1 +­­ 1 ­­­­, l I □ □ □ □ □ n I I I I I I I I ­n, $ f J l %or5Sy@} us,': es · % + . ., No. €74768 .+ Exp. 12/31/27 CIVML. £or cf 120' PLAN SCALE: 1" 60'­­0" 30' 60' GRAPHIC SCALE 0 f i N39° 31' 30"W
S. SANTA MONICA BOULEVARD RODEO DRIVE EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN LOCATION 1 LOCATION 2 NOT A PART OF THE BID SHOWN FOR REFERENCE ONLY DATE REVISION DRAWN CHECKED F.B. NO. DESIGNED DATE DATE PAGE SCALES AS SHOWN DATE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 2221 SHEET NO. JOB NO. BY OF SUBMITTED TO APPROVED TO DRWG. SHEETS NO. 7521 DATE DATE CITY OF BEVERLY HILLS, CALIFORNIA 13 AMAK RODEO DRIVE BOLLARDS PHASE 2 ZW BID SET 05/08/2026 PREPARED BY: 1200 Newport Center Drive, Suite 250 Newport Beach, CA 92660 O: 949.478.8800 www.kpff.com TERESA REVIS DAREN GRILLEY 05/13/2026 3 RODEO DRIVE - LOCATIONS 1
P

OTENTIAL
C
O
NFLICT

OF EXISTI

NG UTILITIES AND
C
O
N
C
RETE
FOOTI
N
G. S
EE
STR

UCTURAL

PLANS FOR FO
U
N
D
ATI
ON
DETAILS.

C

ONTRACT
OR

SHALL FI
ELD
-VE

RIFY ALL UTILITY LOCATI
O
NS
P
RIOR

TO INSTALLATIO
P

OTENTIAL
C
O
NFLI
CT

OF EXISTI

NG UTILITI

ES AND FOOTI
NG
BEAM
S. S

EE TRAFFIC
PLANS
F
OR FO
U
N
D
ATI
ON
DETAILS. C
O
NTRA
C
T
OR

SHALL FI
ELD
-VE

RIFY ALL
U
TILITY

LOCATIO
NS
P
RIOR

TO INSTALLATI
O
N.

SEE ST
R
U
CTURAL

PLANS FOR FO
U
N
D
ATI
ON
DET

AILS AR
O
U

ND THE TRAFFIC
P
OUE
FOOTI
N
G. EXISTI
NG
C
O
N
C
RETE
P
AVE
M
ENT
TO BE
P
R
OTE

CTED IN
PLA
C
E.

EXISTI
NG
C
O
N
C
RETE
C
U
R
B, C
O
N
C
RETE
C
U
RB AND
GUTTER
TO
BE
P
R
OTE
CTED
IN
PLA
C
E.

EXISTI
NG AS
PHALT
P
AVE
M
ENT
TO
BE
P
R

OTECTED IN
PLA
CE.

EXISTI

NG STRIPING
TO
BE
P
R
OTE

CTED IN
PLA
C
E.

EXISTI

NG TRAFFIC LI
G
HT
TO BE
P
R
OTE

CTED IN
PLA
CE.

EXISTI

NG UTILITY MAN
H
OLE
TO
BE
P
R
OTE

CTED IN
PLA
C
E.

EXISTI
NG
PLA
Q
UE
TO
BE
P
R
OTE

CTED IN
PLA
CE.

EXISTI
NG FI

RE HYDRANT
TO BE
P
R
OTE

CTED IN
PLA
C
E.

EXISTI

NG TREE
GRATE
S
/
U
PLI
GHTS
/
PALM
/LAN
D
SCAPE
TO
BE
P
R

OTECTED IN
PLA
CE.

QJ ] 3 0 sl 0 0 El 0
(J)
io] ExsT
NG
C
U
RB

DRAIN TO BE
P
R
OTE

CTED IN
PLA
CE.
ii] ExIsT
NG 8 LT
H
O
C
RETE
C
O
N
C
RETE
C
R
O
S
WALK
TO BE
P
R

OTECTED IN PL
A
C
E.
12] ExIsT
NG
C
O
N
C
RETE
D
RVEW

AY TO BE
P
R

OTECTED IN
PLACE.
[i3] ExIsT
NG
C
R
O
S
S

WALK STRIPING TO
BE
P
R

OTECTED IN PL
A
CE.

INSTALLATI
ON
N
OTE
S:

C
O
NSTR
U
CTI
ON AND
D
E
M
OLITI
ON
N
OTE
S:
(i)
C
O
N
C

RETE SIDEWALK
P
ER
CITY
OF
BEVE
R
LY HILLS STD NO. BH
-10

5. (
R
E
M

OVE AND
R
E
C
O
NSTR
U
CT
C
O
N
C
RETE
C
U
RB &
GUTTER
P
ER
CITY
OF
BEVE
R
LY HILLS STD NO. BH--107.

R
E
M
OVE
A

ND JOIN
AT
NEAR
EST
C
O
NST
R
U
CTI

ON JOINT
AT
OR
BEY
O

ND THE LI
MIT
OF
R
E
M
O
VAL
S
H
O
W
N.
(
R
E
M

OVE AND
R
E
C
O
NSTR
UCT AS
PHALT
P
AVE
M
ENT
P
ER
CITY
OF
BEVE
R
LY

U HILLS STD
N
O. B
H--114 CASE I.
0 C
O
N
C
RETE
C
U

RB RAMP
P
ER
CITY
OF
BEVE
R

LY HILLS STD
N
O. B
H--10
3,
CASE

3. C
U

RB RAMP LE

NGTH (Y) AND

WIDTH (W) P
ER PLAN.
(2
C
O
N
C

RETE CU

RB RAMP
P

ER CITY
OF

BEVERLY HILLS STD
N
O. B
H
-10
3,
U/ CASE 1. C
U

RB RAMP LE

NGTH (Y) AND WI

DTH (W) P
ER PLAN.
©
R
E
M

OVE AND
R
E
PLA
CE THE
8 -IN
C
H
-THI
CK LIT
H
O
C
RETE
C
O
N
C
RETE
C
R
O
SSWALK
P
AVE
M
ENT (N
ATURAL
G
REY
C
O
N
C

RETE MATRIX AND EX
P
O
S
ED
100%
#1-
42 O

BSIDIAN AND INYO
AGG
R

EGATE FINI
S
H). THE
C
ONTRA
C
T
OR
SHALL
REM

OVE AND
R
E
PLA

CE THE PAVE
M

ENT AS NE
E
D
ED
TO
A
C

HIEVE A
MAXIM
UM
5% SL
O

PE IN THE DIR
E
CTI
ON
OF TRAVEL. THE
C
O
L
OR
OF THE
C
O
N
C
RETE

TO MATCH THE EXISTI
N
G. C
O
NTRA
C
T
OR

SHALL VE

RIFY FI
ELD
C
O
N
DITI
O
NS AND
N

OTIFY THE EN
GIN
E
ER
PRI
OR
TO THE
C
O
NSTR
U
CTI
O
N.

FIELD

GRADE TRAN
SITI

ON TO EXISTI
NG
P
AVE
M

ENTS AND
GUTTER
S
HALL
BE
C
O
O
R

DINATED

WITH THE EN
GIN
E
ER

TO MAINT

AIN DRANA
GE AND
A
C
C
E

SSIBILITY
R
E
Q
UIR
E
M
ENTS.
(7) TR
U
NCATED
D
O
MES
P
ER
CITY
OF

BEVERLY HILLS STD
N
O. B
H
-10

3. TYPE 1 B
O
LLAR
DS
P
ER STR
U
CTURAL
PLAN. B
OLLAR
DS
S
P
A
CING

SHALL BE
V

5.5' (MEAS
U
RED
C
E
NTER
TO
C
ENT
E
R) U
NLESS
OTH
ERWI
SE
S
P
E
CIFI
ED
ON
THE
PLAN
S. THE CLEAR
ED SP
A
CE
BETW
E
EN
BOLLAR

DS (MEAS
U
R
ED FR
OM
OU
T

ER EDGE TO

OUTER ED
G

E) SHALL
BE
MINIMUM 4'
AT
C
U
RB RAM
P
S.
@ TYPE 2
B
O
LLAR
DS
P
ER STR
U
CTURAL
PLAN. B
OLLAR
DS
S
P
A
CING

SHALL BE

5.5' (MEAS
U
R
ED
C
E
NTER
TO
C
ENT
E

R) UNLESS
OTH
ERWI
SE
S
P
E
CIFI
ED
ON
THE
PLAN
S. THE
CLEAR
ED SP
A

CE BETW
E
EN
B
OLLAR

DS (MEAS
U
RED FR
OM

OUTER EDGE
TO

OUTER ED
G

E) SHALL
BE
MINI
M
UM 4'
AT
C
U
RB RAM
P
S.
, AP
P
LY
C
R
O
S
S

WALK STRIPI

NG MARKI
NG

TO MATCH EXISTI

NG TYPE AND
C
0 L
O
R.
,
R
E
M
OVE
C
O
N
C
RETE
C
U

RB AND DE
C

ORATIVE
GUTTER. R
E
C
O
NSTRU
CT CU
RB

AND GUTT
ER AS
M
O
N

OLITHIC
C
O
N
C
RETE
P
O
UR

WITH THE RAM
P
S. R
E
M
OVE

AND JOINT

AT NEAREST
C
O
NSTR
U
CTI

ON JOINT
AT
OR
BEY
O

ND THE LI
MIT
OF
R
E
M
O
VAL SH
O
W
N.
(
R
E
M

OVE EXISTI
NG
C
O
N
C
RETE
P
AVE
M
ENT
AT
NEAR
EST
C
O
NSTR
U
CTI
ON
JOINT
AT
OR
BEY
O

ND THE LI
MIT
OF
R
E
M
O
VAL
S
H
O
W
N. R
E
M
OVE
C
U
RB
RA
MP IF

WITHIN THE LIMITS
OF
C
O
N
C
RETE
P
AVE
M
E
NT
REM
O
VAL.
(f2)
R
E
M
OVE
C
R
O

SSWALK STRIPI
NG.

R
E
M
OVE
C
O
N
C

RETE BARRI
ER
OR
S
P
H
E
RE
C
O
N
C
RETE
B
OLLAR
D.

U TE
M
P
ORARY
R
E
M

OVE & ST
O
RE
S
P
H
E
RE
BOL
LAR
DS
D
URI
NG
C
O
NST
R
U
CTI
O
N. THE
C
O
N
TRACT
OR
SHALL
C
O
O
R
DINATE

WITH THE

CITY FOR
TE
M
P

ORARY ST
ORA
GE AND
R
E
-INSTALL

OF BOLLAR
DS AS
N
E
E
D
ED
D
U
RING

AND AFTER
C
O
NSTR
U
CTI
O
N.

EXISTI

NG UTILITY
B
O
X. ADJUST LID
TO PR
O
P
O
S
ED
C
O
N
C
RETE

SIDEWALK
U
S
U
R
F
A
CE.

R
R
E
M
OVE ST
O
RM
DRAIN
PIPE
A
ND
R
E
C
O
NSTR
U
CT IN

NEW ALI
G
N
M
ENT
S
H
O
WN
ON THE PLAN. C
ONTRA
CTOR

SHALL VERIFY VERTICAL &
HO
RIZ

ONTAL LOCATI
ON

OF EXISTI
NG
P
OINT
OF
C
O
N
N
E
C
TION
AT THE
B

UILDING
P
RIOR
TO
C
O
NSTR
UCTI
ON AND
N

OTIFY CIMIL EN
GINEER
OF ANY
DIS
C
R
E

PANCY FO
U
N
D. P
R
OVI
DE (2) 4" C
U
RB
ORAN
P
ER
CITY
OF
BEVE
R

LY HILLS
S
OD NO. BH
-10

9. @
R
E
M

OVE EXISTI
NG

TRAFFIC
P
OUE
P

ER TRAFFIC
PLAN.
@
NEW

TRAFFIC
POLE.

SEE TRAFFIC

PLAN FOR
DETAILS.
@
R
E
M
OVE
C
O
N
C
RETE
C
U

RB AND DE
C

ORATIVE
P
AVI

NG GUTTE
R.

R
E
C
O
NSTR
U
CT
C
O
N
C
RETE
C
U
RB AND
GUTTER
P
ER
CITY
OF
BEVER
LY

HILLS STD
N
O. B
H--10

7. @ EXISTI

NG UTILITY
B
OX
TO
BE
R
E

LOCATED
P

ER TRAFFIC
PLAN.
(20)
NEW
C
R
O

SSWALK STRIPI
NG
P
ER TRAFFIC PLAN.

P
R

OTECT IN
PLA
CE
N
OTES:
@
slb
%o
r5y@?} %%
u.is &?
.
0 N
o, C
7 4
7 68 ·+
«

5. 12/31/27_
?
g
M,as@st Or cu:
,.
fc ° '
264.41 t¢
263.91 fl 264.41 t¢
263.91 fl
,. $
A
, ' , ' , , ' , ' ,
< ' ' '
s
t
a
t
ue ' ' ' ' > ' , ' , ' , ' , , ' , "
L
or Al
LI
MIT
OF
R
O
D
EO
D
R. 2

3.02 !
2 6

4.9 2lTC
264.
59 EG
264.
42 FL
MATCH EX.

STA 10
+

48. 27
264.
80'
T
C
=FS
10'
MATCH EX.

MATCH EX.
2 R
O
D
EO
D
R. 2

3.2 8L 2
!
2 6

4.9 8lTC
26 4.4
5FL
264.
64 1EG
MATCH EX.
el0
+
50 PLAN
SCALE: 1" 5'--
0"

2. 5' 5'

GRAPHIC SC
ALE
T
CH EX.

MATCH EX.

E R.'W
0 MATCH EX.

M
A
T
CH
El
es.~
,
e } (13
'o
el0 (1.3%
X
tsb
1 .,.
ij
K.l
'
265.13 264.64 f
)
0'
CF
M

ATCH EX.
%.
i
s( #5%%%
R
O
D
EO
D
RIVE

23.51R
264.
6 4FL
= A . I
4/ ff.
$
"'J'
4t -
v
e
nt
0 " C
.7
tsl
fc!
2 64.
7 5FL
¥1E
7 .• 5' 5 STA
=
1 +

35. 01
7 R
O
D
EO
D
R. 23.28L
I 21

4.6 9FL

23. 28L
£

28.13L
z
6 7f / js 4H
- I
EX. ?
I
- 4" s
3 0.8
9L
"'
s.5E
an
LJ
I
uh Ll L L L
UlNK
-
LJ
I
- z
-
A
M
O
NICA
B
tVD.
(2
6 5-19¢
w
(2
6 4
59F
EX.
#
%'5:
r}[JANK
LJ
S
T
A. 10;!-
0 0.J
C/L
R
O
D
EO
OR(VE
ST - +2 .67 0
00 E
0 z
/DR
'.6
34 3
.
.u
s4
FL -{%+ \i
I I •
2 € INIE
R
s
r&Tio l
F
O
U
ND
S
P
RE
W
A
S
H
ER, LS
5 411
P
ER
C
BH L
Tl 6
3 4, S
HT 2
FITS
M
E
AS
R
ED
TIES
=
S
T
A. 10
+

00.00 C/
S
A
N
TA
M
O
NICA BLVD.
2 -
SANTA
M
O
NICA
B
LVD.
26 4.8
2 TC
26 4.6
7FL
0 . o 4
A 10
+
2 5.54
R
O
DEO
DRI
VE
G rs
I
_ Ts-T
rs
2 6

4.72F
all a(20)
@c " > $
L... ¢ %. >
-
----;;1":,·=" ===f -=
=-= ;
BLVD.

7.88L "
264.
9 210
264.
64n
%%;
T
CH EX.
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 l ¥ 4"
CF z
2 -
LJ
,.
·$9 $ ¥
N
OTE:

IF A
DIS
C
R
E
PANCY
OF
GRAD
E
/
ELEV
ATI

ON IS FO
U

ND IN THE FI

ELD, MIN
OR FI
ELD
ADJ
USTM

ENTS MAY

BE MADE AS
N
E

CESSARY
TO
A

CHIEVE AD
A--
C
O
M

PLIANT SL
O
PES,
S
UBJ
E
CT
TO

REVIEW AND AP
P
R
O

VAL BY THE EN
GIN
E
E
R. C
O
N
TRACT
OR

SHALL VE
RIFY
ALL DI
M
E
NSI
O

NS AND EN
S
U
RE
C
O
M
PLIAN
CE WI
TH ADA
R
E
QUI
R
E
MENTS.

Ts-l
TSTs.

Ts.'i) Ts]
f i �%
I
e
a
RODEO DRIVE EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN LOCATION 3 LOCATION 4 LOCATION 5 RODEO DRIVE EXISTING BUILDING TO REMAIN LOCATION 6 LOCATION 6 DATE REVISION DRAWN CHECKED F.B. NO. DESIGNED DATE DATE PAGE SCALES AS SHOWN DATE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 2221 SHEET NO. JOB NO. BY OF SUBMITTED TO APPROVED TO DRWG. SHEETS NO. 7521 DATE DATE CITY OF BEVERLY HILLS, CALIFORNIA 13 AMAK RODEO DRIVE BOLLARDS PHASE 2 ZW BID SET 05/08/2026 PREPARED BY: 1200 Newport Center Drive, Suite 250 Newport Beach, CA 92660 O: 949.478.8800 www.kpff.com TERESA REVIS DAREN GRILLEY 05/13/2026 4RODEO DRIVE - LOCATIONS 3-6 I I I I
R
O
D
EO
D
R.
(2
5 5.14)T
C
=FS
MATCH EX.
-Li
_-
o U
'
MATCH EX.

R
O
D
EO
D
R.
(2
5 5.3
0)T
C
=FS
MATCH EX.
w
[] ExsT
NG
C
O
N
C
RETE
P
AVEM
ENT
TO
BE
P
R
OTE

CTED IN PL
A
CE.

G7 EXISJ
NG
C
O
N
C
RETE
C
U
R
B, C
O
N
C
RETE
C
U
RB
A
ND
GUTTER
TO
BE PR
OTE
CTED
Le] IN PL
A
C
E.
[3] EXISTI
NG AS
PHALT
P
AVE
M
ENT TO
BE
P
R
OTE

CTED IN
PLAC
E.
[i] Exsn

NG STRIPI
NG
TO BE
P
R
OTE

CTED IN
PLA
C
E.
[5] EXIsT

NG TRAFFIC LI
GHT
TO
BE
P
R
OTECTED IN PLACE.
6] EXISTI

NG UTILTY WAN
HOLE
TO BE
P
R

OTECTED IN PL
A
C
E.
0 EXISJ
NG
PLA
Q
UE
TO
BE
P
R
O
T
E

CTED IN
PLA
C
E.
[8] Exsn

NG FIRE HYDRANT
TO
BE
P
R

OTECTED IN PL
A
CE.
[] EXISTI
NG TR
EE
GRATE

S/UPLIGHTS
/
PALM
/LAN
D
SCAPE
TO
BE
P
R
OTE

CTED IN
L?] PL
A
CE.
[i] Exsn
NG
c
u
Rs
DRAIN
TO
BE
P
R
OTE
C
T
ED IN PLACE.
[1] Exsm
NG 8 LTHoc
RETE
C
O
N
C
RETE
C
R
OSWALK
TO
BE
P
R
OTE
CTED IN PLACE.
@] EXISJ
NG
C
O
N
C
RETE
D
RIVEW
AY
TO
BE
P
R
OTE

CTED IN PLA
CE.
[i3] ExsT
NG
C
R
O

SSWALK STRIPI
NG
TO
BE
P
R
O
T
E

CTED IN
PLACE.
@ EXISJ

NG UTILITY
B
O
X. ADJ

UST LID
TO
P
R
OPO
S
ED
C
O
N
C
RETE

SIDEWALK
S
U
R
F
A
C
E.

R
R
E
M
OVE ST
O

RM DRAIN PI
PE AND
R
E
C
O
NSTRU
CT IN

NEW ALI
G
N
M
ENT
U
S
H
O
WN
ON THE PLAN. C
ONTRA
C
T
OR

SHALL VERIFY VERTICAL &
HO
RIZ
ONT

AL LOCATI
ON

OF EXISTING
P
OINT
OF
C
O
N
N
ECTI
ON
AT THE
B
UILDI
NG
PRI
OR
TO
C
O
NSTRU
CTI
ON AND
N
OTIFY

CIVIL EN
GIN
E
ER
OF ANY
DIS
C
R
E

PANCY FO
U
N
D. P
R
OVI
DE (2) 4" C
U
RB
DRAIN
P
ER
CITY
OF
BEVER

LY HILLS
S
OD
N
O. B
H--10

9. (16)
R
E
M

OVE EXISTI

NG TRAFFIC POLE
P

ER TRAFFIC
PLAN.
@ e TRAFFIC POLE. SEE TRAFFIC
PLAN
F
OR DETAILS.
@
R
E
M
OVE
C
O
N
C
RETE
C
U
RB AND
D
E
C

ORATIVE
P
AVI
NG
GUTTER.

R
E
C
O
NSTR
U
CT
C
O
N
C
RETE
C
U
RB AND
GUTT
ER
P
ER
CITY
OF
BEVE
R
LY

HILLS SJD
N
O. B
H--10

7. @ EXISJ

NG UTILITY
B
OX
TO
BE
REL
OCATED PER TRAFFIC PLAN.
(20)
NEW
C
R
O
S
S

WALK STRI
PING
P

ER TRAFFIC
PLAN.

P
R
OTE
CT IN
PLA
CE
N
OTE
S:
255,27 t¢
255.18 #

31.0 0R
R
O
D
EO
D
R.
(2
5 5.7
6)T
C
=FS
MATCH EX.
.5
0R
I
(E) M
E
DIAN
S
H
O
WN FOR
R
EFE
R
E
N
CE
O
N
LY
-»;
/
y
h _4
l
--'_
-It
-
--
R
O
D
EO
DR.
(2

55. 9
6)T
C
=FS
MATCH EX.
15 +
00 55.9 'fs
I r
MATCH EX.
%%55@i3 %%$
s
»' 2,R
g
I
..
/4
Wi t
+
N
o. C
7 4
7 68 .+
s
f. 12/
vz1,
g
_
M
use"
¢ Or CAL'
256.17 t
255.61 f
MATCH EX.
_ 2.0%
-~g.ho])"
M

ATCH EX.
o
p
km
C
O
NSTR
UCTI
ON AND
D
E
M
OLITI
ON
N
OTES:
0 C
O
N
C

RETE SIDEWALK
P
ER
CITY

OF BEVE
R
LY HILLS STD NO. B
H
-10

5. (
R
E
M
O
VE AND
R
E
C
O
NSTR
UCT
C
O
N
C

RETE CU
RB &
G
UTTER
P
ER
CITY
OF
BEVE
R
LY HILLS STD NO.

B
H
-10

7. R
E
M

OVE AND JOIN
AT
NEAR
EST
C
O
NSTR
UCTI
ON JOI
NT
AT
OR
BEY
O

ND THE LI
MIT
OF
R
E
M
O
VAL SH
O
W
N.
(
R
E
M
O
VE AND
R
E
C
O
NSTR
UCT AS
PHALT
P
AVE
M
ENT
P
ER
CITY
OF
BEVE
R
LY

HILLS STD
N
O. B
H--114 CASE I.
(
C
O
N
C
RETE
C
U

RB RAMP
P
ER
CITY
OF
BEVER

LY HILLS STD
N
O. B
H--10
3,

U/ CASE

3. C
U

RB RAMP LE
N

GTH (Y) AND WI

DTH (W) P
ER
PLAN.
(2
C
O
N
C
RETE
C
U

RB RAMP
P
ER
CITY
OF

BEVERLY HILLS STD
N
O. B
H
-10
3,
/ CASE 1. C
U

RB RAMP LE
N

GTH (Y) AND WI

DTH (W) P
ER
PLAN.
©
R
E
M
O
VE AND
R
E
PLA
CE THE
8--IN
C
H
-
THI

CK LITH
O
C
RETE
C
O
N
C
RETE
C
R
O

SSWALK PAVE
M

ENT (NATURAL
G
REY
C
O
N
C

RETE MATRIX AND EX
P
O
S
ED
100% #/1-
#2
OBSI

DIAN AND INYO
A
G
G
R
E
G

ATE FINI
S
H). T
HE
C
ONTRA
C
T
OR
SHALL
R
E
M

OVE AND
R
EPL
A
CE THE
P
AVE
M

ENT AS NEED
ED
TO AC

HIEVE A
MAXIM
UM 5%
S
L
O

PE IN THE DI
R
E
CTI
ON
OF TRAVEL. THE
C
O
L
OR
OF THE
C
O
N
C
RETE

TO MATCH THE EXISTI
N
G. C
ONTRA
CTOR

SHALL VE

RIFY FJ
ELD
C
O
N
DITI
O

NS AND NOTIFY THE ENGI
N
E
ER
PRI
OR
TO
T
HE
C
O
NSTR
UCTI
O
N.

FJ
ELD

GRADE TRAN
SITI

ON TO EXISTI
NG
P
AVE
M

ENTS AND
Gl/TTER
SHALL
BE
C
O
O
R

DINATED

WITH THE EN
GIN
E
ER
TO

MAINTAIN
DRAINA
GE AND
A
C
C
E

SSIBILITY
R
E
Q
UIR
E
M
ENTS.
(j) TR
U
NCATED
D
O

MES PER
CITY
OF
BEVE
R

LY HILLS SJD
N
O. B
H--10

3. TYPE 1 B
OLLAR
DS
P
ER STR

UCTURAL
PLAN. B
OLLAR
DS
S
PACING
SHALL
BE
V 5.5' (MEAS
U
RED
C
ENTER
TO
C
ENT
E

R) UNLESS
OTH
ERWI
SE SP
ECIFI
ED
ON
T
HE
PLAN
S. THE
CLEAR
ED
S
PACE

BETWEEN
B
OLLAR

DS (MEAS
U
RED FR
OM

OUTER ED
GE
TO

OUTER ED
G

E) SHALL
BE
MINI
M
UM 4'
AT
C
U
RB RAM
PS.

GA TYPE 2
B
OLLAR

DS PER STR

UCTURAL
PLAN. B
OLLAR
DS
S
PACING
SHALL
BE
/ 5.5' (MEAS
U
RED
C
ENTER
TO
C
ENT
E

R) UNLESS
OTH
ERWI
SE SP
ECIFI
ED
ON
T

HE PLAN
S. THE
CLEAR
ED
S
P
A
CE

BETWEEN
B
OLLAR

DS (MEASU
RED FR
OM

OUTER ED
GE
TO

OUTER ED
G

E) SHALL
BE
MINI
M
UM 4'
AT
C
U
RB RAM
P
S.
® AP
P
LY
C
R
O
S
S

WALK STRIPING MAR
KING

TO MATCH EXISTI

NG TYPE AND
C
O
L
OR.

G,N
R
E
M
O
VE
C
O
N
C
RETE
C
U
RB AND
D
E
C

ORATIVE
GUTTE
R. R
E
C
O
NST
R
U
CT
C
U
RB
U AND

GUTTER AS
M
O
N

OLITHIC
C
O
N
C
RETE
P
O
UR
WITH
T
HE RAM
P
S. R
E
M
OVE

AND JOINT

AT NEAREST
C
O

NSTRUCTI

ON JOINT
AT
OR
BEY
O
ND
T
HE LI
MIT
OF
R
E
M
O
VAL SH
O
W
N.

R
E
M
O

VE EXISTI
NG
C
O
N
C
RETE
P
AVE
M
ENT
AT
NEAR
EST
C
O
NST
R
U
CTI
ON
JOINT
AT
OR
BEY
O

ND THE LI
MIT
OF
R
E
M
O
VAL
S
H
O
W
N. R
E
M
OVE
C
U
RB

RAMP IF WITHIN THE LI
MITS
OF
C
O
N
C
RETE
P
AVE
M
ENT
R
E
M
O
VAL.
([2)
R
E
M
OVE
C
R
O

SSWALK STRIPI
NG.
@
R
E
M
OVE
C
O
N
C

RETE BAR
RIER
OR
S
P
H
E
RE
C
O
N
C
RETE
BOLLAR
D.

T
E
M
P
ORARY
R
E
M

OVE & ST
O
RE
S
P
HERE
B
OLLAR
DS
D
URI
NG
C
O
NSTR
U
CTI
O
N. THE
C
ONTRA
C
T
OR
SHALL
C
O
O
R
DINATE

WITH THE

CITY FOR
TE
M
P

ORARY ST

ORAGE AND
R

E--INSTALL
OF BO
LLAR

DS AS NEED
ED
D
URI
NG

AND AFTER
C
O
NSTR
U
CTI
O
N.

C
4 4lll 4 4 4l44
!
258.4
8lTC
258.
08 EG h (2
5 7.9
4r
M

ATCH EX.

I
6 s
cr
2 I
.,,., ?
f
'% . ' , 4
(E) M
EDIAN
S
H
O
WN FOR
R
EFE
R
E
N
CE
O
N
LY
2s7gs},
(3) 4" do "8
LI
MIT
OF
W
O
RK
(YP)
. 5
9lTC 2
.21EG .0
9)FL TS
TCH EX.
.5"CF
'
',-
p [T]
MATCH EX.
,. I 27.8
9R
,,L_ _
MATCH EX.
6 8.1'
MATCH EX.

MATCH EX.
10'
c
PLAN
SCALE: 1" 5'--
0"

2. 5' 5'

GRAPHIC SC
ALE
0 "tr S]
/
D-A8D-],
SD
SD
SD
SD
P
al
).%

7.9'
258.
5 7w !°
25 8.8
3FL
•
/
Li
ta

1.9 2

7.8 6
R.

L
MATCH EX.
258.8
9 TC
2 5

8.48 EG
2 5

8.3 9FL
=
TC
fuun
or
wom d
e) N_?" l
MATCH EX.
2 [A
1 3
4 41.88
259.
0 3)1¢
258.
65)
£G
(2
5 8.5
2)FL
=T
,s, ,.
l,__,. -
slo[] ''
MATCH EX.
_F2
<7
_h
11 l1
I
fsd
,
2 _J
44 44ff
259.27 te
258.75 f
'% o,
p
km
0 ·slb 9
9°
,"
259.41 tc 258.95 fl
.06 fs
o
v
erh
a
ng
a
MATCH EX.

M

ATCH EX.
slb
2 l2t? ,
[. \
<s, . .,
9-259c1
olTC
T
'ex [2

58.7 8)EG
s
-(2
5 8.63)FL /10
MA
T
CH EX.

6. 2
CF
P

OTENTIAL
C
O
NFLI
CT

OF EXISTI

NG UTIUTES AND
C
O
N
C

RETE FO
O
TIN
G. S
EE
STR
U

CTURAL PLANS FOR FO
U
N
D
ATI
ON
DETAILS.

C
ONTRA
C
T

OR SHALL FIEL
D
-VERIFY ALL UTILITY LOCATI
O

NS PRIOR

TO INSTALLATI
O
N.

P

OTENTIAL
C
O
NFLI
CT

OF EXISTI

NG UTILITI

ES AND FO
O
TING
BEAM
S. SEE
TRAFFlC

PLANS FOR FO
U
N
D
ATI
ON
DETAILS. C
ONTRA
C
T

OR SHALL FIEL
D
-VERIFY ALL UTILITY
LO
C
ATI
O

NS PRIOR

TO INSTALLATI
O
N.

S
EE STR

UCTURAL

PLANS FOR FO
U
N
D
ATI

ON DETAILS AR
O
U

ND THE TRAFFIC POLE
FO
O
TIN
G. $ t b
{sl/ 4,
t
sl
(J)

INSTALLATI
ON
N
OTE
S:
259.55% t¢
259.05 fl
L
r y y h
I
Lsl
/ / I
L
.
l 'b
e, +1A,1199.85 2zs9.
+y (2

59. 81)TC
=FS
2sg " MATCH EX.

59.35 fs
M

ATCH EX.
(2

59. 9
9)TC
=FS
MATCH EX.
/
13 +00
LIMIT
OF
W
O
RK
(TYP)
259.69 t¢
259.54 n
259.98
260. tc
259.87 f
I&
/ (e) vEow 8 SH
O
WN FOR
R
EFE
R
E
N
CE
O
N
LY '
N
OTE:

LIMIT
OF
W
O
RK
(TYP) IF A
DIS
C
R
E
PANCY
OF
GRAD
E
/ELEV
ATI

ON IS FO
U

ND IN THE FJ

ELD, MIN
OR FJ
ELD
ADJ
USTM

ENTS MAY BE MADE AS NE
C
E
SSARY
TO
A

CHIEVE AD
A--
C
O

MPLIANT SL
O
P
E
S,
S
UBJ
ECT
TO

REVIEW AND AP
P
R
O

VAL BY THE EN
GIN
E
E
R. C
ONTRA
C
T

OR SHALL VE
RIFY
ALL
DIM
E
NSI
O

NS AND EN
S
U
RE
C
O
M
PLIAN
CE

WITH ADA
R
EQUIR
E
M
ENTS.
260.37 te
259.88 f
4 ' •
0 /I
\'s
yf
260.49·g 1>
i
'yr ' -V -
H
260.44 t¢
259.97 f
H-
-
S
D
-
-
-
S
D
-
-
1 D
-
-
-
S
D
-
-
-
S
D
-
-
-
S
D
-
-
-
s
D
-
-
-
s
D
-
-
-
s
D
--+-
-
S
a
-
-
-
s
D
-
-
-
s
D
-
-
-
s
D
-
-
-
s
D
-
-
-
s
D
-
-
-
s
D-,;tA
T
CfrEX
-
-
S
.

IY
--r
L 8
260.44 t
259.95 n
MATCH EX.

C
(2
6 0.71)1
(2

59. 9
6)FL
MATCH EX.
v..r " / 2 s
lo.[«k

59.91 0 89 [,
260l
41de /
7 4[4 4
{25
#9.9
50\FL ° 6
MAV.I.

T
F
C
.

H EX. I
• Q
15)
7 60.
5 61
259.
8 5iv
72 s8.
s
z'
'R69.5p te ?

59.86 @] ' fd
c
%
v
erh
o
n,
o
v
erh
a
ng
f i �%
I
e
a
660.22' N39° 31' 23"W RODEO DRIVE
BRIGHTON WAY EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN LOCATION 8 LOCATION 9 LOCATION 10 LOCATION 11 DATE REVISION DRAWN CHECKED F.B. NO. DESIGNED DATE DATE PAGE SCALES AS SHOWN DATE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 2221 SHEET NO. JOB NO. BY OF SUBMITTED TO APPROVED TO DRWG. SHEETS NO. 7521 DATE DATE CITY OF BEVERLY HILLS, CALIFORNIA 13 AMAK RODEO DRIVE BOLLARDS PHASE 2 ZW BID SET 05/08/2026 PREPARED BY: 1200 Newport Center Drive, Suite 250 Newport Beach, CA 92660 O: 949.478.8800 www.kpff.com TERESA REVIS DAREN GRILLEY 05/13/2026 5RODEO DRIVE - LOCATIONS 8-11
P

OTENTIAL
C
O
NFLI
CT

OF EXISTI

NG UTILITI
ES AND
C
O
N
C

RETE FO
OTI
N
G. SEE
STR
U
CTURAL

PLANS FOR FO
U
N
D
ATION
DETAILS.

C
ONTRA
C
T
OR

SHALL FIELD
-VE

RIFY ALL UTILITY LOCATI
O
NS
P
RIOR
TO INSTAI.LATIO
P

OTENTIAL
C
O
NFLICT

OF EXISTI

NG UTILITI

ES AND FO
OTI
NG
BEAM
S. SEE TRAFFIC

PLANS FOR FO
U
N
D
ATI
ON DETAILS. C

ONTRACT
OR

SHALL FI
ELD
-VE

RIFY ALL UTILITY
LOCATI
O
NS
P
RIOR

TO INSTALLATI
O
N.

S
EE STR
U
CTURAL

PLANS FOR
F
O
U
N
D
ATI
ON

DETAILS
A
R
O
U

ND THE TRAFFIC
POLE
FO
OTI
N
G. (SJ
[i] Exsn
NG
C
O
N
C
RETE
P
AVE
M
ENT
TO
BE
P
R
OTE

CTED IN PLAC
E.
[] EXISTI
NG
C
O
N
C
RETE
C
U
R
B, C
O
N
C
RETE
C
U
RB AND
GUTTER
TO
BE PR
O
T
E
CTED
L'] IN
PLA
C
E.
[3] ExIsT
NG AS
PHALT
P
AVE
M
ENT TO
BE
P
R

OTECTED IN PLA
CE.
[]
EsT

NG STRI
P

NG TO BE
P
R
OTE
CTED IN PLACE.
[5] sm
Nc

TRFC LI
GHT TO
BE
P
R
OTE
CTED IN PLACE.
6] EXISTI

NG UTILTY WAN
HOLE
TO BE
P
R

OTECTED IN PLAC
E.
[7i] EasT
NG
P
u
Q
UE TO
BE
P
R
OTE
C
T

ED IN PU
CE.
[8] Ex
s

NG FIRE HYDRANT
TO
BE
P
R

OTECTED IN PU
CE.
[] EXISTI
NG
T
R
EE
GRATE
S/U
PLI
GHTS
/
PALM
/LAN
D
SCAPE
TO
BE
P
R
O
T
E
C
TED IN
L?J
PLACE.
[io] ExIsT
NG CU
RB

DRAIN TO
BE
P
R
OTEC
TED IN PLACE.
[ii] ExsT
NG 8 LTH
O
C
RETE
C
O
N
C
RETE
C
R
OSWALK
TO
BE
P
R

OTECTED IN PLAC
E.
[12] EXISTI
NG
C
O
N
C
RETE
DRIVEW
AY TO
BE
P
R
OTE

CTED IN PL
A
C
E.
[i3] ExsT
NG
C
R
O

SSWALK STRIPI
NG TO
BE
P
R
O
T
E
C
TED IN
PLACE.

INSTALLATI
ON
N
OTES:

C
O
NSTR
U
CTI
ON AND
D
E
M
OLITI
ON
N
OTES:
0 C
O
N
C
RETE

SIDEWALK
P
ER
CITY
OF
BEVE
R

LY HILLS STD
N
O. B
H--10

5. (
R
E
M

OVE AND
R
E
C
O
NSTR
U
CT
C
O
N
C
RETE
C
U
RB &
GUTTER
P
ER
CITY
OF
BEVE
R

LY HILLS STD
N
O. B
H--10

7. R
E
M

OVE AND JOIN

AT NEAREST
C
O
NSTR
UCTI

ON JOINT
AT
OR BEY
O

ND THE LI
MIT
OF
R
E
M
O
V
AL
S
H
O
W
N.
(
R
E
M

OVE AND
R
E
C
O
NSTRU
CT AS
PHALT
P
AVE
M
ENT
P
ER
CITY
OF
BEVE
R
LY

U/ HILLS STD
N
O. B
H--114 CASE I.
0 C
O
N
C
RETE
C
U

RB RAMP
P
ER
CITY
OF
BEVE
R

LY HILLS STD
N
O. B
H
-10
3,
CASE 3. C
U

RB RAMP LE
N

GTH (Y) AND WI

DTH (W) P
ER
PLAN.
(2
C
O
N
C

RETE CU

RB RAMP
P
ER
CITY
OF
BEVE
R

LY HILLS STD
N
O. B
H--10
3,
/ CASE 1. C
U

RB RAMP LE
N

GTH (Y) AND WI

DTH (W) P
ER
PLAN.
©
R
E
M

OVE AND
R
E
PLA
CE
T
HE 8--I
N
C
H
-
T

HICK LITHOC
RETE
C
O
N
C
RETE
C
R
O
SSWALK
P
AVE
M

ENT (NATURAL
G
REY
C
O
N
C

RETE MATRIX AND EX
P
O
S
ED
10 0%
#1-
#2
O

BSIDIAN
A

ND INYO
A
G
G
R

EGATE FI
NIS
H). THE
C
ONTRA
C
T
OR
SHALL
R
E
M
OVE
A
ND
R
E
PLA
CE THE
P
AVE
M
ENT AS
N
EED
ED TO
A
C

HIEVE A
MAXI
M
UM 5% SL
O

PE IN THE
DIR
E
CTI
ON
OF TRAVEL. THE
C
O
L
OR
OF THE
C
O
N
C
RETE

TO MATCH THE EXISTIN
G. C

ONTRACT
OR

SHALL VE

RIFY FIELD
C
O
N
DITI
O
NS AND
N

OTIFY THE EN
GIN
E
ER
P
RIOR
TO THE
C
O
NSTR
UCTI
O
N.

FI
ELD

GRADE TRAN
SITI
ON

TO EXISTING
P
AVE
M

ENTS AND
GUTTER
SHALL
BE
C
O
O
R

DINATED

WITH THE
E
N
GIN
E
ER

TO MAINTAIN
DRAINA
GE AND
A
C
C
E

SSIBILITY
R
E
QUI
R
E
M
ENTS.
(7)
T
R
U

NCATED DO
M
ES
P
ER
CITY

OF BEVE
R
LY HILLS STD NO. BH
-10

3. G TYPE 1 B
OLLAR
DS
P
ER STR
U
CTURAL
PLAN. B
OLLA
R
DS
S
P
A
CING
S
HALL
BE
V 5.5' (MEAS
U
RED
C
ENTER
TO
C
ENTE
R) U
NLE
SS
OTH
ERWI
SE SP
ECIFI
ED
ON
THE
PLAN
S. THE
CLEAR
ED
S
P
A
CE
BETW
E
EN
B
OLLAR

DS (MEAS
U
R
ED FR
OM

OUTER ED
GE
TO

OUTER ED
G
E) S
HALL
BE
MINI
M
UM
4' AT
C
U
RB RAM
P
S.

GR TYPE 2
B
OLLAR
DS
P
ER STR
U
CTURAL
PLAN. B
OLLA
R
DS
S
P
A
CING
S
HALL
BE
/ 5.5' (MEAS
U
RED
C
ENTER
TO
C
ENTE
R) U
NLE
SS
OTH
ERWI
SE SP
ECIFI
ED
ON
THE
PLAN
S. THE
CLEAR
ED
S
P
A
CE
BETW
E
EN
B
OLLAR

DS (MEAS
U
R
ED FR
OM

OUTER ED
GE
TO

OUTER ED
G

E) SHALL
BE
MINI
M
UM
4' AT
C
U
RB RAM
P
S.
(,
A
PPLY
C
R
O

SSWALK STRIPI

NG MARKI

NG TO MATCH EXISTI

NG TYPE AND
U/
COL
O
R.
,
R
E
M
OVE
C
O
N
C
RETE
C
U
RB AND
D
E
C

ORATIVE
GUTTE
R. R
E
C
O
NSTR
U
CT
C
U
RB
UV
A
ND

GUTTER AS
M
O
N
OLI
T
HIC
C
O
N
C
RETE
POUR

WITH THE RAM
P
S. R
E
M
OVE
A

ND JOINT
AT
NEAR
EST
C
O
NSTR
UCTI

ON JOINT
AT
OR BEY
O

ND THE LI
MIT
OF
R
E
M
O
VAL
S
H
O
W
N.
(
R
E
M

OVE EXISTI
NG
C
O
N
C
RETE
P
AVE
M
ENT

AT NEAREST
C
O
NSTR
U
CTI
ON
JOINT
AT
OR
BEY
O

ND THE LI
MIT
OF
R
E
M
O
VAL
S
H
O
W
N. R
E
M
OVE
C
U
RB

RAMP IF WITHIN THE LI
MITS
OF
C
O
N
C
RETE
P
AVE
M
ENT
R
E
M
O
VAL.
(12)
R
E
M
OVE
C
R
O
S
S

WALK STRI
PING.
(
R
E
M
OVE
C
O
N
C

RETE BA
R
RIER
OR
S
P
H
E
RE
C
O
N
C
RETE
B
OLLAR
D.

U TE
M
P
ORARY
R
E
M

OVE & ST
O
RE SP
H
E
RE
BOLLAR
DS
D
U
RING
C
O
NSTR
UCTI
O
N. THE
C
ONTRA
C
T
OR
SHALL
C
O
O
R
DINATE

WITH THE
CITY
F
OR
TE
M
P

ORARY ST

ORAGE AND
R

E--INSTALL
OF
B
OLLAR
DS AS
N
EED
ED
D
URI
NG

AND AFTER
C
O
NSTR
UCTIO
N.

N EXISTI
NG
U
TILITY
B
O
X. ADJ

UST LID
TO
P
R
O
P
O
S
ED
C
O
N
C
RETE

SIDEWALK
U
S
U
R
FACE.

R
R
E
M

OVE STO
RM

DRAIN PI
PE AND
R
E
C
O
NSTRU
CT IN

NEW ALI
G
N
M
ENT
U
S
H
O
WN
ON THE PLAN. C

ONTRACTOR

SHALL VERIFY VERTICAL &
HO
RIZ

ONTAL LOCATI
ON

OF EXISTI
NG
P
OINT
OF
C
O
N
N
E
CTI
ON
AT THE
B

UILDING
P
RIOR
TO
C
O
NST
R
U
C

TION AND
N
OTIFY
C
ML EN
GIN
E
ER
OF ANY
DIS
C
R
E
PAN
CY FO
U
N
D. P
R
OVI
DE (2) x 4" C
U
RB
DRAIN
P

ER CITY
OF
BEVE
R

LY HILLS
S
DD
N
O. B
H--10

9. (16)
R
E
M

OVE EXISTI

NG TRAFFIC
POLE
P

ER TRAFFIC
PLAN.
@
NEW TRAfFIC POLE. S

EE TRAFFIC
PLAN FOR DETAILS.
®
R
E
M
OVE
C
O
N
C
RETE
C
U
RB AND
D
E
C

ORATIVE
P
AVI
NG
GUTT
E
R.

R
E
C
O
NSTR
U
CT
C
O
N
C
RETE
C
U
RB AND
GUTT
ER PER
CITY
OF
BEVE
R
LY

HILLS STD
N
O. B
H
-10

7. @ EXISTI
NG
U
TILITY
B
OX
TO
BE
R
ELOCATED PER TRAFFIC PLAN.
(20)
NEW
C
R
O
S
S

WALK STRIPI
NG
PER TRAFFIC PLAN.

P
R
OTE
CT IN
PLA
CE
N
OTE
S:
r- -
-- .
%6
E
S@;3 %%8
s».
e' 3;
.
"'
.

No. C
7 4
7 68 ·+

5. f. 12
//21_
p
g
M«es Or
cAu:
',1)+? d
">
251,41 t¢
<s,
·0
250.91 n $
.
2bl
.s3 r
r --·
,
$9
gl /
ly
L>
P
alm
gl
251 15 iv.
4" do
te
m
p
o
r
a
ry
c
o
n
s
t
r
u
c
tion
w
all

I I L J
r-
-
-
-
-
-
-1
pic
t
u
re
fr
a
me
(2

51.81)T
C
=F
MATCH EX.
,-
-
-
-
-
-
-
-
-
-
-
---,
pic
t
u
re
I
e fr
a
me e
6 ] ' ] A .,:_P _ - - - - - - - - r,- _.,,,..,
MATCH
E
X.

I I I I
!
2 51.8
2lTC
251.52 EG 251.4
0FL
MATCH EX. 5.
0 CF
-
-
--
al
MATCH EX.

51.84 t¢
251 n
10'
-
17 0
/l
E R
%@
) /sl <TX tsl
0 0 O 0
MATCH EX.
• MATCH EX.
5'
MATCH EX.
(E) R/MN

32. 59L
rs
- ' ' ' '
PLAN
SCALE: 1" 5'--
0"

GRAPHIC SC
ALE
0 2.5 . TC r /f7.hr/ I I I
4¢ J
0" cf
251.62 t
$°
0 0
M

ATCH EX.
.I.

F.)
MA
TC EX. s1.2 +%
MATCH EX.
gJ
WATCH EX.
l h
Ll
S,
LJ LJ
A 16
+
8 4.56
R
O
DEO
DRIVE
251.7
0FL
STA. 16
+

60. 22
C/L
ROD
EO
D
RIVE
=
S
T
A. 1D+

0.00 C/L
B
RIGH
T
ON
W
AY
,<
¢ liv
r
e
R
s
crl
oN
Fal
ND

SPIKE &,
W
A
S
H
E
R, ILL
EGIBLE
P
ER
C
BH
C
L] TIE
0 0
7, S
HT 1
FITS
M
E
A

SU ID TI
ES
- j
D
(/) (/)
(/) 0 0 0
r

51.7 7
rC
l
251.4
3 EG
= 251.3
0FL
Y
=8.0' A 16
+
8 4.94
M

ATCH EX.
=8.
0'
R
O
D
EO
D
RIVE MATCH EX.
251.6
9FL 251.45 EG % 251.35 FL $
MIT
OF
W
O
RK - 00 (TYP) MATCH EX. - -
(/) (/) Ll (/) (/)
o (/) o (/) o (/) 0 (/)
I
sTi
16 +
@

0.9s\
R
O
D
EO
DRIVE 7
2 52.83L
0 (/)
MA
T
CH EX.
o
IF A
DIS
C
R
E
PAN
CY
OF
GRAD
E
/ELEV
ATI

ON IS FO
U

ND IN THE FI

ELD, MIN
OR FI
ELD
ADJ
USTM

ENTS MAY

BE MADE AS
N
E

CESSARY
TO
A
C
HIEVE
A
D
A--
C
O

MPLIANT
S
L
O
PES,
SUBJ
E
CT
TO

REVIEW AND AP
P
R
O

VAL BY THE ENGI
N
E
E
R. C
ONTRA
C
T
OR

SHALL VE
RIFY
ALL
DIM
E
N
SIO

NS AND EN
S
U
RE
C
O
M
PLIAN
CE