Item E-12 Agenda Report — Beverly Hills City Council, December 9, 2025

Page 1 of 5 ends

AGENDA REPORT
Meeting Date: December 9, 2025
Item Number:

To: Honorable Mayor & City Council
From: Daren Grilley, Assistant Director of Public Works/City Engineer Christine Chung, Project Manager

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

APPROVAL OF A PURCHASE ORDER IN THE AMOUNT OF
$8,512,654.00 (INCLUDING CONTINGENCY OF $773,877.64) TO PALP INC. DBA EXCEL PAVING COMPANY FOR THE
PROJECT; AND

PURSUANT TO THE PROVISIONS OF THE CALIFORNIA

ENVIRONMENTAL QUALITY ACT (CEQA), CITY COUNCIL WILL

ALSO CONSIDER FINDING THE PROJECT EXEMPT FROM
FURTHER REVIEW UNDER CEQA; AND
APPROVAL OF AN APPROPRIATION OF $4,784,092 FROM THE
METRO VIOLATION FUND AND $281,504 FROM THE PROP C

LOCAL TRANSIT FUND FOR THIS PROJECT
Attachments: 1. Agreement with PALP Inc. DBA Excel Paving Company

2. Categorical Exemption

3. Project Plans

RECOMMENDATION
Staff recommends City Council approve the award of a contract to the lowest responsible bidder, PALP Inc. DBA Excel Paving Company, for the Wilshire Boulevard and Vicinity Streets Rehabilitation Project in the amount of $7,738,776.36; approve the plans and specifications therefor with respect to design criteria; approve a construction BEVERL
HILLS
BEVERL
HILLS
Subject: AWARD OF A CONTRACT TO THE LOWEST RESPONSIBLE
BIDDER, PALP INC. DBA EXCEL PAVING COMPANY, FOR THE

WILSHIRE BOULEVARD AND VICINITY STREET

REHABILITATION PROJECT IN THE AMOUNT OF
$7,738,776.36; AND
Meeting Date: December 9, 2025

Page 2 of 5 ends

contingency of 10% in the amount of $773,877.64; approve the issuance of a purchase order to PALP Inc. DBA Excel Paving Company in the not-to-exceed amount of $8,512,654.00 for the project; pursuant to the provisions of the California Environmental Quality Act (CEQA), City Council will also consider finding the project exempt from further review under CEQA; and approve an appropriation of $4,784,092 from the Metro Violation Fund and $281,504 from the Prop C Local Transit Fund into the Subway Mitigation Capital Improvement Project (CIP) No. 00050.

INTRODUCTION
This report requests City Council approval to award a contract to the lowest responsible bidder for the Wilshire Boulevard and Vicinity Street Rehabilitation Project. This project scope includes resurfacing of Wilshire Boulevard between South Santa Monica Boulevard and Stanley Drive, San Vicente Boulevard between Clifton Way and Wilshire Boulevard, and other local streets within the City of Beverly Hills impacted by LA Metro’s Purple (D) Line Extension project. Areas designated for restoration by Metro are excluded from this project and will be performed by Metro contractors.

DISCUSSION
Construction for LA Metro’s Purple (D) Line Extension, Section 1 (Wilshire/La Cienega Station) and Section 2 (Beverly Drive Station), is anticipated to reach substantial completion in 2026 within Beverly Hills right-of-way. Metro’s pavement restoration limits include portions of Wilshire Boulevard between Stanley Drive and San Vicente Boulevard and between Camden Drive and Rexford Drive. The Wilshire/La Cienega Station is expected to open in early 2026, followed by the Beverly Drive Station in late 2026.

As Metro construction nears completion, this project will rehabilitate several City streets along Wilshire Boulevard, southbound San Vicente Boulevard, and nearby local streets impacted by long-term construction activity. Over the duration of the Purple (D) Line Extension project, these streets have experienced pavement degradation, resulting from ongoing construction operations, deviations from permit conditions, and concentrated traffic volumes caused by detours and lane closures. The proposed improvements are necessary to restore pavement conditions and ensure roadway safety and functionality.

The project plans were prepared and signed by a California-licensed Civil Engineer employed by a firm under contract with the City. The project specifications were prepared by the City’s Project Manager, who is also a California-licensed civil engineer.

The proposed scope of work includes:
 Resurfacing of arterial and local streets (approximately 1.33 miles of Wilshire Boulevard, 0.4 mile of San Vicente Boulevard, and 0.77 miles of local streets);  Curb and gutter repairs;
 Bus pad repairs and installations; and
 Intersection improvements (including traffic signals, islands, and raised crosswalks where applicable) and more than 90 curb ramp upgrades to meet the latest jurisdictional and accessibility standards.

Meeting Date: December 9, 2025

Page 3 of 5 ends

Resurfacing Street Segments and Pavement Condition Index (PCI) Street Segments PCI Range
Wilshire Blvd – Santa Monica Blvd to Camden Dr 58-79
Wilshire Blvd – Rexford Dr to Stanley Dr 80-83
San Vicente Blvd (SB) – Clifton Way to Wilshire Blvd 40-47 N/S Hamilton Dr – San Vicente Blvd to Gregory Way 52-68 N/S Gale Dr – San Vicente Blvd to Gregory Way 66-68
Tower Dr – Wilshire Blvd to Gregory Way 60
Note: The 2024 Citywide Pavement Condition Survey reports PCI scores on a scale from 0 to 100, where 100 represents a newly constructed street. The PCI values in the table above represent the average condition for the entire street segment and may not reflect localized damage.

Construction activity associated with the Purple (D) Line Extension has accelerated pavement deterioration due to prolonged lane closures, heavy equipment use, truck hauling, repeated trenching, geotechnical instrument installations, dewatering well installations and deviations from permit conditions.

On October 16, 23, and 24, 2025, a Notice Inviting Bids was published on the City’s PlanetBids web portal, Beverly Hills Weekly, and Beverly Hills Courier, respectively. Ten prospective prime contractors downloaded the project construction documents. On November 20, 2025, five bids were received and opened as follows:

Engineer’s Estimate $6,700,000.00
PALP Inc. DBA Excel Paving Company $7,738,776.36
Sequel Contractors, Inc. $8,287,211.10
Paveco Construction, Inc. $8,308,379.50
Sully-Miller Contracting Company $8,382,556.60
Griffith Company $9,643,964.00

The above bid amounts were tabulated using unit prices, which take precedence over the submitted total bid amounts. All documents submitted by these bidders were in order, and the apparent low bidder is PALP Inc. DBA Excel Paving Company. Their bid is 15.5% above the Engineer’s Estimate of $6,700,000, including allowances. Despite this variance, the bid is considered to be within a competitive value range for a project with varying work hours and traffic control restrictions that differ by work activity and location to mitigate construction impacts.

PALP Inc. DBA Excel Paving Company is an established contractor with a license in good standing and has previously performed similar work within the City of Beverly Hills.

PALP Inc. DBA Excel Paving Company successfully completed the City of Beverly Hills street and alley paving contracts from 2019 to 2022, Burton Way resurfacing project in 2024 to 2025, and is currently contracted for multiple projects within the City, such as Wilshire Boulevard Improvements – Crescent Drive Intersection and Spot Repairs Project, which is substantially complete. Staff recommends that the lowest bid be accepted and a contract awarded to PALP Inc. DBA Excel Paving Company.

Meeting Date: December 9, 2025

Page 4 of 5 ends

ENVIRONMENTAL ASSESSMENT
This 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, Sections 15000 et seq.), and the environmental regulations of the City. Public Works Department staff has determined that the project qualifies for a Class 1 Categorical Exemption (Existing Facilities) pursuant to Section 15301(c) 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.

Also, the proposed changes will not create additional automobile lanes. Therefore, it is recommended that City Council find the Project exempt from further environmental assessment review under the provisions of CEQA.

FISCAL IMPACT
A 10% construction contingency allowance in the amount of $773,877.64 has been included in the purchase order total amount of $8,512,654.00. Any change orders that require expenditures from this allowance shall be made only upon written request in accordance with the Municipal Code Section §3-3-110 regarding change orders.

Metro Violation Funds
The City has established a dedicated fund to track monetary contributions collected from Metro violations during construction. To date, the City has received $4,885,000 from Metro, consisting of $635,000 from Section 1 and $4,250,000 from Section 2. Of these funds, the City appropriated a total of $206,191 in 2019 and 2021 for construction site graphic coverings, noise studies near staging yards, and noise and dust mitigation measures. The violation fund has also accrued $105,283 in interest earnings through October 2025. After accounting for prior appropriations and interest earnings, the remaining available Metro Violation Fund balance is $4,784,092.

In accordance with the Metro Purple (D) Line Extension Memorandum of Agreements (MOAs) and subsequent negotiations with LA Metro, this report requests the appropriation of $4,784,092 from the Metro Violation Fund into the CIP account 00050 (Subway Mitigation Capital Improvement Project) for this project.

Metro – Transportation Funds
In addition, because Wilshire Boulevard serves as a major transit corridor for two Metro bus lines, the project is eligible to utilize $2,470,264 from the Proposition C Local Transit Fund consisting of $2,188,760.00 in Proposition C Local Return funds and an additional $281,504 in Proposition C funds provided to the City by Metro in lieu of Surface Transportation Program-Local (STP-L) funds.

Additionally, the project will utilize $1,258,298.00 from the existing Subway Mitigation Capital Improvement Project fund (CIP 00050).
[1] The CEQA Guidelines and Statute are available online at https://www.califaep.org/statute_and_guidelines.php.

Meeting Date: December 9, 2025

Page 5 of 5 ends

Staff recommends appropriating the Metro Violation Fund (Fund 335) and STP-L funds returned as Proposition C Local Transit Fund (Fund 310) for this project. In addition, Proposition C Local Transit Fund allocations under Street and Sidewalk Improvements CIP 195 and Subway Mitigation CIP 50 funds for this project are budgeted in Fiscal Year 2025/26 Capital Improvement Program and are provided as follows:
*Budgeted Expenditures
Jeff Muir,
Director of Finance
Shana Epstein,
Director of Public Works
Approved By Approved By
FROM [FUND NUMBER] TO [ACCOUNT NUMBER] AMOUNT
Metro Violations
[Fund 335]
Subway Mitigation CIP
[60012403-850000-00050] $4,784,092.00
Proposition C Local Transit (STP-L
Returned in Prop C Fund)
[Fund 310]
Subway Mitigation CIP
[31012402-850000-00050] $281,504.00
Proposition C Local Transit Fund
under Street and Sidewalk
Improvements CIP
[31012402-850000-00195]
$2,188,760.00*
Subway Mitigation CIP
[60012403-850000-00050] $1,258,298.00*
�
TOTAL FUNDS FOR THE PROJECT $8,512,654.00
Attachment 1

AGREEMENT
THIS AGREEMENT, made and entered into this _9th_ day of December, _2025, by and between the CITY OF BEVERLY HILLS, a municipal corporation, hereinafter referred to as “City”, and PALP, INC. DBA EXCEL PAVING COMPANY
2230 LEMON AVE.

LONG BEACH, CA 90806
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:

WILSHIRE BOULEVARD AND VICINITY STREET REHABILITATION

2. In consideration of such work City agrees to pay Contractor and Contractor agrees to accept the sum of _Seven Million Seven Hundred Thirty-Eight Thousand Seven Hundred Seventy-Six Dollars and Thirty-Six Cents ($7,738,776.36) 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
____________________________________________
SHARONA R. NAZARIAN, PsyD, Mayor
APPROVED AS TO CONTENT:
____________________________________________
NANCY HUNT-COFFEY, City Manager
CONTRACTOR:
____________________________________________
____________________________________________
SHARON L’HEUREUX DRESSEL, Risk Manager
____________________________________________
____________________________________________
SHANA E. EPSTEIN, Director of Public Works
____________________________________________
DAREN GRILLEY, Assistant Director of Public Works/
City Engineer
____________________________________________
ANTHONY RODSTEIN, Purchasing Services Manager
APPROVED AS TO FORM:
____________________________________________
LAURENCE S. WIENER, City Attorney
FUNDS AVAILABLE:
____________________________________________
JEFF S. MUIR, Director of Finance
Attachment 2

Statutory Exemptions. State code number:

_______________________________________________
Print Form
Notice of Exemption Appendix E
To: Office of Planning and Research From: (Public Agency): ____________________________ P.O. Box 3044, Room 113 _______________________________________________ Sacramento, CA 95812-3044 County Clerk
(Address)
___________________________
___________________________
County of: __________________
Project Title: ____________________________________________________________________________ Project Applicant: ________________________________________________________________________ Project Location - Specific:

Project Location - City: ______________________ Project Location - County:

Description of Nature, Purpose and Beneficiaries of Project:
_____________________
Name of Public Agency Approving Project: _____________________________________________________ Name of Person or Agency Carrying Out Project: ________________________________________________ Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
Reasons why project is exempt:

Lead Agency
Contact Person: ____________________________ Area Code/Telephone/Extension: _______________ If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No Signature: ____________________________ Date:

Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. _______________
Categorical Exemption. State type and section number: ____________________________________ ______________________________________________
______________ Title: _______________________
Revised 2011
City of Beverly Hills - Public Works Department 345 Foothill Rd Beverly Hills, CA 90210 Los Angeles 12400 Imperial Highway Norwalk, CA 90650 Wilshire Boulevard and Vicinity Street Rehabilitation Project City of Beverly Hills Beverly Hills Los Angeles In general, the project consists general right-of-way rehabilitation and repairs within Beverly Hills, such as asphalt pavement (cold milling and overlay), curb & gutter repairs, curb ramps upgrades to meet the latest ADA requirement, sidewalk replacement, bus pads installation or replacement, catch basins repairs, raised crosswalk installation, traffic signal adjustments, and replacement of pavement striping and markings. City of Beverly Hills City of Beverly Hills X Class 15301 Existing Facilities; (c) The project will perform improvements and maintenance of existing streets, including replacement of curb ramps to current standards, curb and gutter repairs, pavement spot repairs, bus pad repairs and installations, minor traffic signal adjustments, and arterial and local street cold milling and asphalt overlay.

These changes will not significantly alter the use of the streets or create additional automobile lanes.

Christine Chung 310-285-2516 11/20/2025 Project Manager ■ Wilshire Blvd between Santa Monica Blvd and Camden Dr; Wilshire Blvd between Rexford Dr and Stanley Dr; San Vicente Blvd (SB) between Clifton Way and Wilshire Blvd; N/S Hamilton Dr from San Vicente Blvd to Gregory Way; N/S Gale Dr from San Vicente Blvd to Gregory Way; Tower Dr from Wilshire Blvd to Gregory Way □
□
□
□
□
□

4.4.0,
□
□
□
□
□
□

4.4.0,
Attachment 3

WILSHIRE BLVD

SAN VICENTE BLVD

N SANTA MONICA BLVD S SANTA MONICA BLVD

S LASKY DR

S SPALDING DR

S LINDEN DR

S ROXBURY DR

S BEDOFRD DR

S PECK DR

S CAMDEN DR

S RODEO DR

S EL CAMINO DR

S BEVERLY DR

S REEVES DR

CANON DR

CRESCENT DR

S ELM DR

S REXFORD DR

MAPLE DR

S PALM DR

OAKHURST DR

S DOHENY DR

S WETHERYLY DR

ALMONT DR

LA PEER DR

S SWALL DR

S CLARK DR

S HAMILTON DR

S GALE DR

S ARNAZ DR

S WILLIAMAN DR

S CARSON DR

S STANLEY DR

LE DOUX RD

LA CIENEGA BLD

S HAMEL DR

S TOWER DR CHARLEVILLE BLVD GREGORY WAY

S ROBERTSON CLIFTON WAY

N ELM DR

MAPLE DR

N PALM DR

OAKHURST DR

N DOHENY DR

N WETHERYLY DR

ALMONT DR

LA PEER DR

N SWALL DR

N CLARK DR

N ROBERTSON

N ARNAZ DR

N WILLIAMAN DR

N CARSON DR

N STANLEY DR
N HAMEL DR GREGORY WAY ORANGE ST LINDENHURST AVE MARYLAND DR W 5TH ST DREXEL AVE COLGATE AVE 6TH ST S GALE DR SWEETZER AVE N REXFORD N CRESCENT DR N CANON DR N BEVERLY DR RODEO DR N CAMDEN DR

S MCCARTY DR
BEDFORD DR N ROXBURY DR BRIGHTON WAY DAYTON WAY N LINDEN DR 1 CONSTRUCTION PLANS FOR THE CITY OF BEVERLY HILLS WILSHIRE BOULEVARD, SAN VICENTE BOULEVARD, AND OTHER STREET RESURFACING IMPROVEMENTS VICINITY MAP NOT TO SCALE AGENCY NUMBER UNDERGROUND SERVICE ALERT 811 SOUTHERN CALIFORNIA GAS COMPANY 310-687-2032 SOUTHERN CALIFORNIA EDISON COMPANY 714-796-9932 CITY OF BEVERLY HILLS 310-285-1000 CITY OF BEVERLY HILL PUBLIC WORKS DEP. INSPECTOR 310-285-2467 CITY OF BEVERLY HILLS POLIC DEPT. TRAFFIC DIVISION 310-550-4951 CITY OF BEVERLY HILLS FIRE DEPT. DISPATCH 310-550-4900 CITY OF BEVERLY HILLS SANITATION DEP. SUPERINTENDENT 310-285-2466 LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS 626-458-5100 METROPOLITAN FIBER SYSTEMS (MFS) 213-489-4637 LOS ANGELES DEPARTMENT OF WATER & POWER 213-367-1225 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT 626-445-7630 METROPOLITAN TRANSPORTATION AUTHORITY (MTA) 213-626-4455 CITY OF BEVERLY HILLS WASTEWATER DISPOSAL SERVICES 310-285-2469 TIME WARNER 818-988-2214 LEVEL 3 COMMUNICATIONS 720-888-2639 QWEST/ CENTURY LINK 714-666-9219 AT&T 213-787-0212 EMERGENCY TELEPHONE NUMBERS INDEX OF SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET STREET IMPROVEMENT 2 KEYMAP 10-15 BENCHMARK BASIS OF BEARINGS VERTICAL VALUES SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) UTILIZING CITY OF BEVERLY HILLS BENCHMARKS LISTED BELOW: BENCHMARK NO: 74 CLIFTON @ LA CIENEGA (NE CORNER): LEAD & DISK LS 5411 IN LA CIENEGA CURB, 1 FOOT NORTH OF CLIFTON ECR ELEV. 147.500 FEET (2012 ADJUSTMENT) BENCHMARK NO: 75 CLIFTON @ LE DOUX (SW CORNER) BRASS PLUG IN CLIFTON CURB STAMPED (75N) CENTER 4.0 FOOT CATCH BASIN ELEV. 147.600 FEET (20212 ADJUSTMENT) THE BEARINGS S26°46'09"E OF THE CENTERLINE OF SAN VICENTE BOULEVARD AS SHOWN ON THE MAP OF TRACT NO. 4988, FILED IN BOOK 54, PAGES 98 AND 99 OF MAPS IN THE OFFICE OF RECORDS OF THE COUNTY OF LAS ANGELES AS S26°58'02"E, WAS TAKEN AS THE BASIS OF BEARINGS ON THIS MAP. NOTICE TO CONTRACTOR THE EXISTENCE, LOCATION AND CHARACTERISTICS OF ANY UNDERGROUND UTILITY INFORMATION SHOWN HEREON HAS BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. IT SHALL BE THE RESPONSIBILITY AND LIABILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE OR NONEXISTENCE OF SUCH UTILITIES AND TO PROTECT THEM IN PLACE. 16-17 CITY OF BEVERLY HILLS, CALIFORNIA DATE REVISION BY CIVIL ENGINEERING DEPARTMENT DATE DATE DATE SCALE AS SHOWN DRAWN DESIGNED F.B. NO. CHECKED PAGE TO APPROVED JOB NO. SUBMITTED PROJECT: DATE DRAWING NO. SHEET OF DATE SHEET (213) 223-1400 Los Angeles, CA 90017 865 South Figueroa Street, Suite 3200 ARIEF NAFTALI PE 64286 DATE 10/14/2025 18 STATE OF CAL I FORN I A REGISTERED PROFESSIONAL ENGI NEERA R I E F N A F T A L INo. 64286 C I V I L PROJECT AREA TITLE SHEET CITY OF BEVERLY HILLS WILSHIRE BLVD, SAN VICENTE BLVD, TOWER DRIVE, GALE DRIVE, & HAMILTON DRIVE CURB RAMP AND OTHER IMPROVEMENT DETAILS TRAFFIC SIGNAL MODIFICATION 3-9 18 IRRIGATION AND LANDSCAPE PLAN STATE OF CAL I FORN I A REGISTERED PROFES IONAL ENGINEERA R I E F N A F T A L INo. 64286 C I V I L EMERGENCY TELEPHONE NUMBERS UNDERGROUND SERVICE ALERT SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY CITY OF BEVERLY HILLS CITY OF BEVERLY HILL PUBLIC WORKS DEP. INSPECTOR CITY OF BEVERLY HILLS POLIC DEPT. TRAFFIC DIVISION CITY OF BEVERLY HILLS FIRE DEPT. DISPATCH CITY OF BEVERLY HILLS SANITATION DEP. SUPERINTENDENT LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS METROPOLITAN FIBER SYSTEMS (MFS) LOS ANGELES DEPARTMENT OF WATER & POWER LOS ANGELES COUNTY FLOOD CONTROL DISTRICT METROPOLITAN TRANSPORTATION AUTHORITY (MTA) CITY OF BEVERLY HILLS WASTEWATER DISPOSAL SERVICES TIME WARNER LEVEL 3 COMMUNICATIONS QWEST/ CENTURY LINK AT&T 81f 310-687-2032 714-796-9932 310-285-1000 310-285-2467 310-550-4951 31 0-550-4900 310-285-2466 626-458-5100 213-489-4637 213-367-1225 626-445- 7630 213-626-4455 310-285-2469 818-988-2214 720-888-2639 714-666-9219 213-787-0212 CONSTRUCTION PLANS FOR THE C TY OF BEVERLY H LLS W LSH RE BOULEVARD, SAN V CENTE BOULEVARD, AND OTHER STREET RESURF AC NG MPROVEMENTS .,, 0 1 0r 0r c a r 4 ,,, c c ► 0 0- 0 r r r c 0 r 8 c c c c 0 0 $ $% 0r or ► ' C 0 c z c 0 c 0 z r X «t 6 ► c or r 0r N 9 4 , 9 % w Lu z l «er r l « l " ,,, t 3 " 2 5 0 L «t t 2 Lu r le a - 8 z " «t 0r 2z ,,, CoucATE Ae <?,, @ «t ¢ 3 U 0 0r «t - «t «t a a «t c !,! «t 0r «t r % z «t 0 «t z 2 ,. 0 g 0 e 2 z z z z z z $s z z ,/ 8, z ',I k4 ,,, :, I\ $ % , ;§ « v-,, 0 % CUF TON W Y 5 DREE Ae "" es "'ll I, ,,, L/ 9 'o s' l % L t $" L w 5my$r q %o «, .., I , I, % v MARLAND pe / 777 7 77777 WMLSHIRE BLVD I, / / f / A V/I IA /A/AA/N/I //A, /AI // //I /// //I /// , a / 0 L 4/ V// ///01/1/001/00 '//4/ 'i// or c / / 44//1//1/01// '/// // /IL '44 / /I 44, _ «t /7 K C // 2 al / UNDEyuRsr 4e 0 z L //// 7 c ld / $$ / 4 U 1/// 2 ' /I/ .... 5 4 / 9 e - 4 / / - 6TH s s $ 9 , / // • i-----_ / / 8 • // s CHARI MLLE BLVD ,,, // \'Jv,A ,° Al/ ORANE g VA V 0r r % 0 c 0r c 0r 0r 0r r I, c c c c Or 0r c Or "' "' 0r 0r c 0 C // /:: r c c 0 0r 2 r 0r ► z c 0 c 0r c 0r c c r Or 0r 0r 0r 0 o 2 ► c o 0 0 ;; 8 c c % d 0r 0r 2 z ► U c c 0 c c c c c c c c 2z 7 a 0 ► c «at 2 l ¥ Lu I/ / !!i 0r «t z ► «t z 0 0 c uh or z z 3 e d 3 z 0r -J ¥ N 4 , / '- co 0 Ad 8 «t !!i 0 Ld 0r or 6 l 0 0 «et w z 0 / w 9 0 ¢ c " l u l ;;\ L , , / " a «t 0 l z Al K a «t 2 5 L 5 8 z " 2z 9 0 0 l Or L «t 0 r le 3 a g% «t 3 0r «t 0 0r co 0 G 0 or L L ¥ 0 «er /A / , 0 l u 0r 0 0r " «t c # «t 0r r 0 A / U «t ,. G 0 g ( u 0 0 U U g U U 0 1/1, / / / &. / I, / / l1 $% /y /lo GIEGORY WAY ------- / (48 -------- / / / GREGORY WAY / / A / / , A w E 1 or c 0r 2 c 9 � 4 l- 5 £ «t r U Corsoro VICINITY MAP NOT TO SCALE PSOMAS 865 South Figueroa Street, Suite 3200 Las Angeles, CA 90017 (213) 223-1400 1014 2025 TITLE SHEET or£ssj ARIEF NAFTALI PE 64286 DATE NA 'q y G- Z c in Ll fr cc o ft /# VIL F cu VERTICAL VALUES SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) UTILIZING CITY OF BEVERLY HILLS BENCHMARKS LISTED BELOW: BENCHMARK NO: 74 CLIFTON @LA CIENEGA (NE CORNER): LEAD & DISK LS 5411 IN LA CIENEGA CURB, 1 FOOT NORTH OF CLIFTON ECR ELEV. 147.500 FEET (2012 ADJUSTMENT) BENCHMARK NO: 75 CLIFTON@ LEDOUX (SW CORNER) BRASS PLUG IN CLIFTON CURB STAMPED (75N) CENTER 4.0 FOOT CATCH BASIN ELEV. 147.600 FEET (20212 ADJUSTMENT) HE EXISTENCE, LOCATION AND CHARACTERISTICS OF ANY UNDERGROUND UTILITY INFORMATION HOWN HEREON HAS BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA IT SHALL BE HE RESPONSIBILITY AND LIABILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE OR ONEXISTENCE OF SUCH UTILITIES AND TO PROTECT THEM IN PLACE, THE BEARINGS S2646'09'E OF THE CENTERLINE OF SAN VICENTE BOULEVARD AS SHOWN ON THE MAP OF TRACT NO. 4988, FILED IN BOOK 54, PAGES 98 AND 99 OF MAPS IN THE OFFICE OF RECORDS OF THE COUNTY OF LAS ANGELES AS S2658'02'E, WAS TAKEN AS THE BASIS OF BEARINGS ON THIS MAP. 1 EMERGENCY TELEPHONE NUMBERS UNDERGROUND SERVICE ALERT SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY CITY OF BEVERLY HILLS CITY OF BEVERLY HILL PUBLIC WORKS DEP. INSPECTOR CITY OF BEVERLY HILLS POLIC DEPT. TRAFFIC DIVISION CITY OF BEVERLY HILLS FIRE DEPT. DISPATCH CITY OF BEVERLY HILLS SANITATION DEP. SUPERINTENDENT LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS METROPOLITAN FIBER SYSTEMS (MFS) LOS ANGELES DEPARTMENT OF WATER & POWER LOS ANGELES COUNTY FLOOD CONTROL DISTRICT METROPOLITAN TRANSPORTATION AUTHORITY (MTA) CITY OF BEVERLY HILLS WASTEWATER DISPOSAL SERVICES TIME WARNER LEVEL 3 COMMUNICATIONS QWEST/ CENTURY LINK AT&T 81f 310-687-2032 714-796-9932 310-285-1000 310-285-2467 310-550-4951 31 0-550-4900 310-285-2466 626-458-5100 213-489-4637 213-367-1225 626-445- 7630 213-626-4455 310-285-2469 818-988-2214 720-888-2639 714-666-9219 213-787-0212 CONSTRUCTION PLANS FOR THE C TY OF BEVERLY H LLS W LSH RE BOULEVARD, SAN V CENTE BOULEVARD, AND OTHER STREET RESURF AC NG MPROVEMENTS .,, 0 1 0r 0r c a r 4 ,,, c c ► 0 0- 0 r r r c 0 r 8 c c c c 0 0 $ $% 0r or ► ' C 0 c z c 0 c 0 z r X «t 6 ► c or r 0r N 9 4 , 9 % w Lu z l «er r l « l " ,,, t 3 " 2 5 0 L «t t 2 Lu r le a - 8 z " «t 0r 2z ,,, CoucATE Ae <?,, @ «t ¢ 3 U 0 0r «t - «t «t a a «t c !,! «t 0r «t r % z «t 0 «t z 2 ,. 0 g 0 e 2 z z z z z z $s z z ,/ 8, z ',I k4 ,,, :, I\ $ % , ;§ « v-,, 0 % CUF TON W Y 5 DREE Ae "" es "'ll I, ,,, L/ 9 'o s' l % L t $" L w 5my$r q %o «, .., I , I, % v MARLAND pe / 777 7 77777 WMLSHIRE BLVD I, / / f / A V/I IA /A/AA/N/I //A, /AI // //I /// //I /// , a / 0 L 4/ V// ///01/1/001/00 '//4/ 'i// or c / / 44//1//1/01// '/// // /IL '44 / /I 44, _ «t /7 K C // 2 al / UNDEyuRsr 4e 0 z L //// 7 c ld / $$ / 4 U 1/// 2 ' /I/ .... 5 4 / 9 e - 4 / / - 6TH s s $ 9 , / // • i-----_ / / 8 • // s CHARI MLLE BLVD ,,, // \'Jv,A ,° Al/ ORANE g VA V 0r r % 0 c 0r c 0r 0r 0r r I, c c c c Or 0r c Or "' "' 0r 0r c 0 C // /:: r c c 0 0r 2 r 0r ► z c 0 c 0r c 0r c c r Or 0r 0r 0r 0 o 2 ► c o 0 0 ;; 8 c c % d 0r 0r 2 z ► U c c 0 c c c c c c c c 2z 7 a 0 ► c «at 2 l ¥ Lu I/ / !!i 0r «t z ► «t z 0 0 c uh or z z 3 e d 3 z 0r -J ¥ N 4 , / '- co 0 Ad 8 «t !!i 0 Ld 0r or 6 l 0 0 «et w z 0 / w 9 0 ¢ c " l u l ;;\ L , , / " a «t 0 l z Al K a «t 2 5 L 5 8 z " 2z 9 0 0 l Or L «t 0 r le 3 a g% «t 3 0r «t 0 0r co 0 G 0 or L L ¥ 0 «er /A / , 0 l u 0r 0 0r " «t c # «t 0r r 0 A / U «t ,. G 0 g ( u 0 0 U U g U U 0 1/1, / / / &. / I, / / l1 $% /y /lo GIEGORY WAY ------- / (48 -------- / / / GREGORY WAY / / A / / , A w E 1 or c 0r 2 c 9 � 4 l- 5 £ «t r U Corsoro VICINITY MAP NOT TO SCALE PSOMAS 865 South Figueroa Street, Suite 3200 Las Angeles, CA 90017 (213) 223-1400 1014 2025 TITLE SHEET or£ssj ARIEF NAFTALI PE 64286 DATE NA 'q y G- Z c in Ll fr cc o ft /# VIL F cu VERTICAL VALUES SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) UTILIZING CITY OF BEVERLY HILLS BENCHMARKS LISTED BELOW: BENCHMARK NO: 74 CLIFTON @LA CIENEGA (NE CORNER): LEAD & DISK LS 5411 IN LA CIENEGA CURB, 1 FOOT NORTH OF CLIFTON ECR ELEV. 147.500 FEET (2012 ADJUSTMENT) BENCHMARK NO: 75 CLIFTON@ LEDOUX (SW CORNER) BRASS PLUG IN CLIFTON CURB STAMPED (75N) CENTER 4.0 FOOT CATCH BASIN ELEV. 147.600 FEET (20212 ADJUSTMENT) HE EXISTENCE, LOCATION AND CHARACTERISTICS OF ANY UNDERGROUND UTILITY INFORMATION HOWN HEREON HAS BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA IT SHALL BE HE RESPONSIBILITY AND LIABILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE OR ONEXISTENCE OF SUCH UTILITIES AND TO PROTECT THEM IN PLACE, THE BEARINGS S2646'09'E OF THE CENTERLINE OF SAN VICENTE BOULEVARD AS SHOWN ON THE MAP OF TRACT NO. 4988, FILED IN BOOK 54, PAGES 98 AND 99 OF MAPS IN THE OFFICE OF RECORDS OF THE COUNTY OF LAS ANGELES AS S2658'02'E, WAS TAKEN AS THE BASIS OF BEARINGS ON THIS MAP. 1 KEYMAP TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert O B CALL EF Call: TOLL FREE RE 811 U D I G YO NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. CITY OF BEVERLY HILLS, CALIFORNIA DATE REVISION BY CIVIL ENGINEERING DEPARTMENT DATE DATE DATE SCALE AS SHOWN DRAWN DESIGNED F.B. NO. CHECKED PAGE TO APPROVED JOB NO. SUBMITTED PROJECT: DATE DRAWING NO. SHEET OF DATE SHEET (213) 223-1400 Los Angeles, CA 90017 865 South Figueroa Street, Suite 3200 ARIEF NAFTALI PE 64286 DATE 10/14/2025 WARNING: BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE. 18 STATE OF CAL I FORN I A REGISTERED PROFESSIONAL ENGI NEERA R I E F N A F T A L INo. 64286 C I V I L 2 N SANTA MONICA S SANTA MONICA SPALDING DR. 3 4 5 3 4 5 6 6 7 S LINDEN DR. S MCCARTY DR. S ROXBURY DR. S BEDFORD DR. S PECK DR. S CAMDEN DR. S REXFORD DR. S MAPLE DR. S PALM DR. S OAKHURST DR. S DOHENY DR. S WETHERYL DR. S ALMONT DR. S LA PEER DR. S SWALL DR. S CLARK DR. N MAPLE DR. N PALM DR. N OAKHURST DR. N DOHENY DR. N WETHERYL DR. N ALMONT DR. N LA PEER DR. N SWALL DR. N CLARK DR. N LINDEN DR. N ROXBURY DR. BRIGHTON WAY N BEDFORD DR. N CAMDEN DR. DAYTON WAY WILSHIRE BOULEVARD WILSHIRE BOULEVARD WILSHIRE BOULEVARD S ROBERTSON BLVD S ARNAZ DR S HAMEL DR S WILLIAMAN DR S CARSON DR S STANLEY DR N ROBERTSON BLVD N ARNAZ DR N HAMEL DR N WILLIAMAN DR N CARSON DR N STANLEY DR 7 SAN VICENTE BOULEVARD N HAMILTON DR N GALE DR WILSHIRE BLVD N HAMILTON DRIVE SAN VICENTE BLVD GREGORY WAY N GALE DRIVE SAN VICENTE BLVD GREGORY WAY WILSHIRE BLVD GREGORY WAY TOWER DRIVE 8 8 9 9 9 10 12 13 14 CITY OF BEVERLY HILLS WILSHIRE BLVD, SAN VICENTE BLVD, TOWER DRIVE, GALE DRIVE, & HAMILTON DRIVE WILSHIRE BLVD S GALE DRIVE WILSHIRE BLVD S HAMILTON DRIVE CLIFTON WAY 14 15 STATE OF CAL I FORN I A REGISTERED PROFES IONAL ENGINEERA R I E F N A F T A L INo. 64286 C I V I L 4 _ _ _J <- _ _J - ===== 3 _-.. • L ' ' I I I I I \� 4 5 5 I I I \ \ \ \ \ \ \ \ 6 \ \ \ u D ,----7 865 South Figueroa Street, Suite 3200 Los Angeles, CA 90017 PSOMAS (213) 223-1400 L- I I I I J I L /' 8 ( I I S 1014 2025 PE 64286 DATE KE YMAP ~FESS7 ARIEF NAFTALI lNAc" +'% (e- e Cc rn L pr 0d o #/ vIl F c � I I I > J II - t / I I NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert 0it I0LL ERE 811 WARNING: BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SER\1NG UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR I g I I 2 TWO WORKING DAYS BEFORE YOU DIG CONNECTIONS MADE. 4 _ _ _J <- _ _J - ===== 3 _-.. • L ' ' I I I I I \� 4 5 5 I I I \ \ \ \ \ \ \ \ 6 \ \ \ u D ,----7 865 South Figueroa Street, Suite 3200 Los Angeles, CA 90017 PSOMAS (213) 223-1400 L- I I I I J I L /' 8 ( I I S 1014 2025 PE 64286 DATE KE YMAP ~FESS7 ARIEF NAFTALI lNAc" +'% (e- e Cc rn L pr 0d o #/ vIl F c � I I I > J II - t / I I NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. Underground Service Alert 0it I0LL ERE 811 WARNING: BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SER\1NG UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR I g I I 2 TWO WORKING DAYS BEFORE YOU DIG CONNECTIONS MADE.

S
S
S

10.5' 10' 10' 9' 10' 10.5'10'

10.5' 10' 10' 10' 10.5'10'

10.5' 10' 10' 10' 10' 230' FROM LIMIT LINE 8'X60' 8'X30' 84' 98' 20' 5'X14'

10.5' 10' 10.5' 10' 10' 11.5'10'
10'
4'
12'
4'
12' 60' OPENING
4 TYPE IV (L)1 25'
2 3
2 136'38 25'
9 2 50'
3 (TYP.)
2 25'
2 (TYP.)
3 63' 38 TYPE IV (L)1 82' 22
2 4 (TYP.)
9 86' 38 TYPE VII (L)1 (TYP.) L
2 50'
2 50' 140'223 40 R=84' L=78' 40 R=25' L=12' 40 R=26' L=11' L=25' 41 R=15' L=60' 50' 23 427'29R=150'
6 1 4 WV SSMH
1 WV HH
1 SSMH WV 1 SSMH 1
6 1 HH
4 4 WV 1 SSMH 1 SC
6 4
3 (TYP.)
9 TYPE VII (L)1
1 TYPE VII (L)
TYPE IV (L)1
4 29 EX. R9-3 EX. R9-3
4 3 60'
4 1 SSMH CASE 1
8 8 CASE 1
8 CASE 1
8 CASE 1 10' 10
2 50' 20'
20'
4 4
4 10'
10'
10'
4 4 11 TYPE IV (R)1 SEE SHEET 10 FOR CURB RAMP DETAILS SEE SHEET 10 FOR CURB RAMP DETAILS SEE SHEET 10 FOR CURB RAMP DETAILS SEE SHEET 10 FOR CURB RAMP DETAILS 3 1 TYPE IV (R)
2 38 22
2 JOIN EX. (TYP.)

10.5'
4' (TYP.)4A
4 3
10'
10'
15'
15'
15' 15'
15' 15' 38 TYPE IV (L)1 1C
2 38 22
4'
4'
4' 18' 24 27B 2' 2' 8' 18' R=36'24 60' OPENING
S
S
S

10.5' 10' 10' 10' 10.5'10'

10.5' 10' 10' 10' 10.5'10' 9'

10.5' 10' 10' 10' 10' 9'

10.5' 10' 10' 10' 10.5'10'

10.5' 10'X65' 27' 20' 12' 12' 60' OPENING
4' R=150' (TYP.)
922 265'38 50'
2 "CLEAR" 1 L=135'40 L=135'4050'
23 4 50'
2 (TYP.)
3 (TYP.) L
2 (TYP.)
9 124'38 TYPE IV (L)1 145'22 50'
2 23
4 40 R=35' L=49' R=96' L=27' 40 R=24' L=27' 50'
2 55' 38 50'
2 75' 22
1 SSMH 2 WV
1 WV
4 88'
4 1 WV SDMH
4 7
1 SSMH
2 SSMH
7 4
4 WV 1 4
6 3 SC 5'X44' 50' 1
6 5'X45' 60' SDMH
4 160'6 5'X160' 10'X85' 93' "KEEP" 1 29 TYPE IV (L)1 TYPE IV (L)1 TYPE IV (L)1 3 TYPE IV (L)1 29 29 CASE 1
8 8 CASE 1 1B EX. R26(S)(MOD) EX. R26(S)(MOD) SSMH 1
6 5'X235' CASE 1
8 7 10'X65' 10' 10
10'
10'
4 4
10'
4 11
L (TYP.) SC 1A (TYP.)
3 12'
5'
12'
12' SEE SHEET 12 FOR CURB RAMP DETAILS SEE SHEET 12 FOR CURB RAMP DETAILS 14 WM 1 TYPE IV (L)
TYPE IV (R)1 TYPE I 1
4 4
4 38A 38A
15' 15'
15' 15'
15' 15'
15' 15' 1C
2 JOIN EX. (TYP.)
3 22 JOIN EX. (TYP.) 38 SEE SHEET 13 FOR CURB RAMP DETAILS SEE SHEET 13 FOR CURB RAMP DETAILS TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert O B
CALL
EF Call: TOLL FREE
RE 811
U DI G
YO NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. CITY OF BEVERLY HILLS, CALIFORNIA DATE REVISION BY CIVIL ENGINEERING DEPARTMENT DATE DATE DATE SCALE AS SHOWN DRAWN DESIGNED F.B. NO. CHECKED PAGE TO APPROVED JOB NO. SUBMITTED PROJECT: DATE DRAWING NO. SHEET OF DATE SHEET (714) 751-7373 Santa Ana, CA 927075 Hutton Centre Drive, Suite 300 ARIEF NAFTALI PE 64286 DATE DNE DNE NN 10/14/2025 WARNING: BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE.

Plotted - 10/14/2025 10:16:31 AM :: Saved - 10/14/2025 10:16:07 AM :: J:\OC\2BEV020510\CADD\Design\Sheets\BEV-SS-01-02.dwg :: daisy.emano STATE
OF

CAL I FORN I A

REGISTERED
PROF
E
S

SIONAL ENGI NEER

A R I E
F
N
A
F
T A L INo. 64286 C I V I L 18 SPALDING DR. S LINDEN DR. N LINDEN DR. BRIGHTON WAY S ROXBURY DR. BEDFORD DR. BEDFORD DR.

MATCH LINE SEE BOTTOM LEFT

MATCH LINE SEE ABOVE RIGHT
MATCH LINE SEE SHEET 4 WILSHIRE BLVD SPEED LIMIT - 25MPH WILSHIRE BLVD SPEED LIMIT - 25MPH GENERAL NOTES 1. ALL SIGNING AND STRIPING WORK SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATION 2024 EDITION AND CALIFORNIA MUTCD 2014 EDITION (LATEST REVISION). ALL STRIPING SHALL BE THERMOPLASTIC. 2. ALL CONFLICTING LINES, LEGENDS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED BY WATER BLASTING. 3. ALL SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY MAINTENANCE YARD UNLESS OTHERWISE INDICATED. 4. NEW SIGN POSTS SHALL BE "TELESPAR" SQUARE GALVANIZED STEEL POSTS WITH BREAKAWAY ANCHOR POST, OR APPROVED EQUAL. 5. ALL NEW SIGNS ARE TO BE REFLECTORIZED USING 3-M HI INTENSITY GRADE SHEETING OR APPROVED EQUAL. 6. ALL SIGNS ARE TO BE PER THE STATE OF CALIFORNIA SIGN SPECIFICATIONS. 7. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY ENGINEER PRIOR TO FINAL INSTALLATION MINIMUM OF ONE WEEK NOTICE REQUIRED BY THE CITY ENGINEER FOR APPROVAL OF STRIPING. 8. PAVING DAMAGED DUE TO THE REMOVAL OF RAISED PAVEMENT MARKERS OR EXISTING STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. 9. ALL SIGNS ATTACHED TO STREET LIGHTING POLE SHALL BE RELOCATED TO NEW LOCATION UPON ULTIMATE LOCATIONS OF STREET LIGHTING POLE. 10. FOR INTERSECTION SIGNING ON SIGNAL POLES AND MAST ARMS, SEE TRAFFIC SIGNAL PLANS. 11. THE STRIPING AND SIGNING SHOWN FOR REMOVAL ON THESE PLANS MAY BE DIFFERENT THAN WHAT EXISTS AT TIME OF INSTALLATION OF A CONSTRUCTION STAGE. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING SIGNING AND STRIPING, WHETHER OR NOT IT IS DEPICTED ACCURATELY ON THESE PLANS. 12. COMPLETE PERMANENT STRIPING IMMEDIATELY AFTER 10 CALENDAR DAYS OF OVERLAY. TEMPORARY STRIPING TABS SHALL BE INSTALLED IMMEDIATELY AFTER OVERLAY AND BE MAINTAINED UNTIL PERMANENT STRIPING IS COMPLETE. 13. REMOVAL OF EXISTING STRIPING SHALL BE SCHEDULED DURING DAY SHIFT. WATER BLASTING FOR STRIPING REMOVAL SHALL NOT BE CONDUCTED BETWEEN 8:00 PM AND 9:00 AM DUE TO NOISE IMPACTS. 14. REMOVE AND REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITHIN PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC-RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. 15. REMOVE AND REPLACE ALL DAMAGED WATER METER BOXES ON THE SIDEWALK THAT ARE ADJACENT TO ANY CURB ANG GUTTER RECONSTRUCTION PER CITY OF BEVERLY HILLS STANDARD PLAN BH 710. S McCARTY DR. N ROXBURY DR. SIGNING AND STRIPING NOTES: PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARD PLANS A24A TO A24H. 1 PAINT 50 L.F. 6" SOLID WHITE LANE LINE WITH TYPE "G" RPM'S AT EACH END OF LINE, UNLESS OTHERWISE SHOWN. 2 PAINT 12" WHITE LIMIT LINE AS SHOWN PER CALTRANS STANDARD PLAN A24G.3 PAINT 8" WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. 38 PAINT 6" WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. 9 PAINT 6" DOUBLE YELLOW CENTER LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. 22 PAINT 6" DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. 29 PAINT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (WIDTH PER PLAN). 4 INSTALL DETECTOR LOOP(S) AS SHOWN PER CITY OF BEVERLY HILLS STANDARD PLAN BH 401. LSC SPLICE NEW TO EXISTING CONDUCTORS. CONSTRUCTION NOTES 1 ADJUST UTILITY TO FINISHED GRADE (AS NOTED). CONSTRUCT A 1-FOOT-WIDE BLACK-DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REMOVE AND REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITHIN PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC-RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. 2 PROTECT IN PLACE, AS SHOWN ON PLANS.3 COLDMILL 2" OF EXISTING PAVEMENT AND CONSTRUCT 2" DEPTH ASPHALT RUBBER OVERLAY PER CITY OF BEVERLY HILLS STANDARD PLAN BH 115. 4 REMOVE AND RECONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STANDARD PLAN BH 107. 6 REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION. CONSTRUCT 8" HMA OVER 6" CMB. 7 CONSTRUCT CONCRETE BUS PAD PER SPPWC STANDARD PLAN 131-3. SCALE: 1"=40' LEGEND: SIGNALIZED INTERSECTION EXISTING SIGNS PROPOSED STRIPING & MARKINGS

S COLDMILL & OVERLAY PCC SIDEWALK FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT 8 CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STANDARD PLAN BH 103. (CASE PER PLAN). CONTRACTOR SHALL RELOCATE OR ADJUST TO GRADE THE EXISTING SURFACE UTILITIES. S SANTA MONICA BLVD N SANTA MONICA BLVD 1A PAINT PAVEMENT MARKING PER DETAIL B. WILSHIRE BLVD. STREET IMPROVEMENTS SIGNING, STRIPING, & PAVEMENT REHABILITATION CITY OF BEVERLY HILLS SOUTH SANTA MONICA BLVD. TO BEDFORD DR. 3 11 INSTALL DETECTABLE WARNING SURFACE. PAINT 6" WHITE LANE LINE EXTENSION THROUGH INTERSECTION PER CALTRANS STD. PLAN A20D, DETAIL 40. 40 12' 8'
8" 8"
1'-8"
LIGHT GREEN (PMS 361C)DETAIL C NTS

1.5' 1.5' GREEN PREFORMED THERMOPLASTIC GREEN PREFORMED THERMOPLASTIC 1.5' DETAIL B NTS 10 RECONSTRUCT CATCH BASIN LOCAL DEPRESSION PER SPPWC STANDARD PLAN 313-4. 1B PAINT PAVEMENT MARKING PER DETAIL C. PAINT PAVEMENT MARKINGS FOR RAISED MARKINGS FOR RAISED CROSSWALKS PER THE CALIFORNIA MUTCD 2014 EDITION LATEST REVISION FIGURE 3B-30, MODIFIED PER PLAN. 4A PAINT 8" WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38A. 38A 14 REMOVE AND REPLACE EXISTING WATER METER BOX PER CITY OF BEVERLY HILLS STANDARD PLAN BH 710. PAINT 6" DOUBLE YELLOW CENTER LINE EXTENSION THROUGH INTERSECTION PER CALTRANS STD. PLAN A20D, DETAIL 41. 41 REPLACE EXISTING THERMOPLASTIC STRIPING AND MARKING 120"
112" WHITE GREEN
72" 72" 40" SHARED LANE PAVEMENT MARKING NOTES: 1. STANDARD SHARED LANE PAVEMENT MARKING. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR MORE INFORMATION. 2. ALL MARKINGS ARE THERMOPLASTIC. DETAIL D NTS 1C PAINT PAVEMENT MARKING PER DETAIL D. PAINT 6" YELLOW LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 24. 24 PAINT 6" WHITE RIGHT EDGE LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 27B. 27B STATE
OF

CAL I FORN I A

REGISTERED
PROF
E

S IONAL ENGINEER

A R I E
F
N
A
F
T A L INo. 64286 C I V I L N
LIN
D
EN
DR.
"1r_I
,
DATE
10,14,2
0 25
3 5 Hutton Centre Drive, Suite 300
Santo Ano, CA 92707 (714) 751-
7373
D
E
T
AIL D
D
E
T
AIL C
8 15'
h ± - -
[
:]
PE 64
2 86
D
E
T
AIL B
S
H
A
R
ED LA
NE PA
V
E
M
E
NT
M
A
R

KING NO
T
E
S:

1. S
T
A
N
D
A
RD
S
H
A
R
ED LA
NE PA
V
E
M
E
NT
M
A
R
KIN
G. S
EE
M
A
N
U

AL ON UNIF
O
RM

TRAFFIC
C
O
N
T
R

OL DEVIC
ES
(M
U
T
C
D) FOR
M
O
RE IN
F
O
R
M
A
TIO
N.

2. All M
A
R
KIN
GS
A
RE
T
H
E
R
M
O
PLA
S
TIC.

RIEF NAFT
ALI
P
S
O
M
AS
. ' •
ofE
S
S/6
NAF
t' ? e
C fr } fr
0 # /-
vI
F
cu
S
LIN
D
EN
D
R.
-
P
R
O
P
O
S
ED
S
T
RIPI
NG &
M
A
R
KIN
GS
P EXI
STI
NG
SIG
NS
(S) SI
G
N
ALI

ZED INTE
R
S
E
CTI
ON
[ _]
COL
D
MILL &
OVE
R
L
AY
EE7E
E] P
cc
soe
wu
r L
__ J
F
ULIL
D
E
PTH
A
S
P
H
A
LT
P
AVE
M
E
NT
[.·. aus
PAD
S
A
W
C
UT
L
E
G
E
N
D:

B
E
DFO
RD
DR .
%%.e kg
o
w
=@
G
e»
S
S
M
H« 1
S
CAL
E: 1"
=
4 0'
(1)
A
DJU
ST
UTI
LITY
TO FI
NIS
H
ED
G
R
A
DE (AS
N
OTE
D). C
O
N
STR
U
CT A
1--
F
O
O
T--WI
DE
B
L
A
C
K--
DYED
C
O
N
C
R
ETE
C
O
L
L
AR
A
R
O
U
ND
A
LL
CITY
S
EWER
A
ND
S
T
O
RM
D
R
AIN
M
A
N
H
O
L
E
S. R
E
M
OVE
A
ND
R
E
P
L
A
CE
A
LL
W
ATER
V
A
LVE
C
OVE
R
S, B
O
X
E
S, S
L
E
EVE
S, A
ND
C
O
L
L
A
RS WlTHIN
P
AVE
M
E
NT
R
E
H
A
BILI
T
ATI
ON LI
MITS WlTH
N
EW TR
A
F
FIC
-
R
ATED
C
H
RISTY
P
R
E
C
A
ST
V
A
LVE
B
O
X
ES
P
ER
CITY
S
P
E
CIFIC
ATI
O
N
S. 2
P
o
r
e
cr IN
P
L
A
C
E, AS
S
H
OWlN
ON
P
L
A
N
S. (3)
C
O
L
DMI
LL
2" OF
EXI
STI
NG
P
AVE
M
E
NT
A
ND
C
O
N
STR
U
CT
2" D
E
PTH
A
S
P
H
A
LT
R
U
B
B
ER
OVE
R
L
AY
P
ER
CITY
OF
B
EVE
R
LY
HIL
LS
S
T
A
N
D
A
RD
P
L
AN
BH 115. 0
R
E
M
OVE
A
ND
R
E
C
O
N
STR
U
CT
C
U
RB
A
ND
G
U
TTER
P
ER
CITY
OF
B
EVE
R

LY HILLS
S
T
A
N
D
A
RD
P
L
AN
BH 10

7. (6)
R
E
M
OVE
E
XISTI
NG
A
S
P
H
A
LT
P
AVE
M
E
NT
A
ND
B
A
SE
S
E
CTI
O
N.

C
O
N
STR
U
CT
8" HMA
OVER
6"
C
M
B. 0
C
O
N
STR
U
CT
C
O
N
C
R
ETE
B
US
P
AD
P
ER
S
P
P
WC
S
T
A
N
D
A
RD
P
L
AN
131--

3. ®
C
O
N
STR
U
CT
C
U
RB
R
A
MP
P
ER
CITY
OF
B
EVE
R
LY
HILLS
S
T
A
N
D
A
RD
P
L
AN
BH 10

3. (C
A
SE
P
ER
P
L
A
N). C
O
NTR
A
C
T
OR
S
H
A
LL
R
E
L
O
C
ATE
OR
A
D
J
U
ST
TO
G
R
A

DE THE EXISTI
NG
S
U
R
F
A
CE
UTILI
TIE
S. @
R
E
C
O
N
STR
U
CT
C
A
T
CH
B
A
SIN LO
C
AL
D
E
P
R
E
S
SION
P
ER
S
P
P
WC
S
T
A
N
D
A
RD
P
L
AN
313--

4. @
w
sAu
D
ETE
C
T
A
B
LE
W
A
R
NING
S
U
R
F
A
C
E. @
R
E
M
OVE
A
ND
R
E
P
L
A

CE EXISTI
NG
W
ATER
M
E
T
ER
B
OX
P
ER
CITY
OF
B
EVE
R
LY
HIL
LS
S
T
A
N
D
A
RD
P
L
AN
BH 710.

C
O
N
S
T
R
U
C
TION
N
O
T
ES
P
AINT
50 L.F. 6" S

OLID WHITE LA

NE LINE WMITH
TYPE "G"
R
P
M'S
AT
E
A
CH
E
ND
OF LIN
E, U
N
L
E
SS
OTH
E
RWI
SE
S
H
OWN. N
R
OXBURY
DR.
'
�
(3)
P
AINT 12" WHITE LI
MIT LI
NE
AS
S
H
OWN
P
ER
CALTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 4
G. 0
P
AINT WlHITE
C
O
NTI
N
E
N
T
AL
C
R
O
S
S
W
A
LK
P
ER
CITY
OF
B
EVE
R
LY
HIL
LS
S
T
A
N
D
A
RD
P
L
AN
BH
6 0

2. (Wl
DTH
P
ER
P
L
A
N). @)
P
AINT
P
AVE
M
E
NT
M
A
R
KIN
GS
F
OR
R
AIS
ED
M
A
R
KIN
GS
F
OR
R
AIS
ED
C
R
O
S
S
W
A
L
KS
P
ER THE
C
ALI
F
O
R
NIA
M
U
T
CD
2 014
E
DITI
ON LA
T
E
ST
R
EVI

SION FI
G
U
RE
3 B--
30,
M
O
DIFI
ED
P
ER
P
L
A
N. (9)
P
AINT
6" WHITE LA
NE LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 0
A, D
E
TAIL

9. @2)
P
AINT
6"
D
O
U
B
LE YEL
L
OW
C
E

NTER LI
NE
P
ER
C
AL TR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 0
A, D
E
T
AIL
2 2. (@)
P
AINT
6" YEL
L

OW LINE
P
ER
C
A
L
T
R
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 0
B,
D
E
T
AIL
2 4. @
P
AINT
6" WHITE
RIG
HT
E
D
GE LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 0
B, D
E
T
AIL
2 7
B. (@)
P
AINT
6"
DOU
B
LE YEL
L
OW
M
E

DIAN IS
L
A
ND LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 0
B, D
E
TAIL
2 9. @)
P
AINT
8" WlHITE
C
H
A
N
N
ELI

ZING LI
NE
P
ER
C
AL TR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 0
D, D
E
T
AIL

38. (8)
P
AINT
8" WHITE
C
H
A
N
N
ELIZI
NG LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 O
D, D
E
TAIL
3 8
A. @)
P
AINT
6" WHITE LA
NE LI
NE
E
XTE
NSI
ON TH
ROU

GH INTE
R
S
E
C
TION
P
ER
C
AL TR
A
NS
STD. P
L
AN
A
2 0
D, D
E
T
AIL
4 0. @)
P
AINT
6"
D
O
U
B
LE YEL
L
OW
C
E

NTER LI
NE
E
XTE
NSI
ON TH
ROU
GH
INTE
R
S
E
CTI
ON
P
ER
C
A
LTR
A
NS
STD. P
L
AN
A
2 O
D, D
E
T
AIL

41. (_
IN
S
T
A
LL
D
ETE
C
T
OR LO
O

P(S) AS
S
H
OWN
P
ER
CITY
OF
B
EVE
R
LY
HIL
LS
S
T
A
N
D
A
RD
P
L
AN
BH
4 01. ?)
S
P
LICE
N
EW
TO
EXI
STI
NG
C
O
NDU
C
T
O
R
S. (g)
PAI
NT
P
AVE
M
E
NT
M
A
R
KING
P
ER
D
E
T
AIL D.
0 0
P
AINT
P
AVE
M
E
NT
M
A
R
KING
AS
S
H
OWlN
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
A
NS
A
2 4A
TO
A
2 4
H. (@)
P
AINT
P
AVE
M
E
NT
M
A
R
KING
P
ER
D
E
T
AIL
B. is)
P
AINT
P
AVE
M
E
NT
M
A
R
KING
P
ER
D
E
T
AIL
C. S
R
O
X
B
U
RY
D
R.

SIG
NING
A
ND
S
T
RIPING
N
O
T
E
S=
JOIN
E
X. (TYP.)
3 gs
S
S
A
NT A
M
O
NICA
B
L
VD
2i
.- .

S
S
MH
3s•
ee
s
u
e
s1 12
F
oR
CU
RB
R
A
MP
D
E
TAI
LS
5'X
4 4' 60' . -.

S
McC
A
RTY
D
R.
· -1,;o
-··
. .... )· . .. . . . . . . . •
L#
.-'
(TYP.)(9'
8 13'.38 S Tee v (K

TYPE I (L)(
4 f
C
A
SE 1
.2
6 5''38
·-·
S
EE
S
H
E
ET 10
F
OR
C
U
RB
R
A
MP
D
ET
• TYP.) a
60'
.·-·· 1..:

TYPE IV.(
L)
L
-
O
P
E
NING
. 29 .

W
A
R
NIN
G:

BEF
O
RE ST
A
RTI
NG
W
O
RK

ON EXISTI
NG SE

RIES STR
EET
LI
GHTI
NG CI
R
C

UITS, C
O
NTR
A
CTOR
M
U
ST
O
B
T
AIN
O
AILY
SAFETY
CIR
C
UIT
CLE
A
R
A
N
CE FR

OM THE SERVI
NG UTI
UTY. CU
T
-OUT PL
U
GS
M
U

ST BE PULLED
A
ND "M
EN
AT WO
RK"

SIGNS PO

STED BEFO
RE
A

NY WORK IS DO
NE
OR
C
O
N
N
E
CTIONS
M
A
DE.
'
, S
SH
2 WV
f
,
er 609 TT
"7 7n
en
//1gr.. 9"
.--
$
N
S
A
N
TA
M
O

NICA BL
VD
aide\.a a.day at.
)10'X
6 5'
-
-
-
""l"[L
,_ __ R
=15
0' '?
G
E
N
ERAL
N
O
T
ES

TWO WORKING DAYS BEFORE

YOU DIG
U
n
d
erground
S
ervice
Alert
Ct I0L
RE
8 11

1. A
LL
SIG
NING
A
ND
S
T
RIPING
W
O
RK
S
H
A
LL
C
O
N
F
O
RM
TO
T
HE
S
T
A
TE
OF
C
ALI
F
O
R
NIA
S
T
A
N
D
A
RD
S
P
E
CIFIC
A
TION
2 0
24 E
DITI
ON
A
ND
C
ALI
F
O
R
NIA
M
U
T
CD
2 014 EDITI

ON (LA TE
ST
R
EVI
SIO
N). A
LL

STRIPING
S
H
A
LL
BE
T
H
E
R
M
O
P
L
A
STI
C.

2. ALL
C
O
N
FLI
CTI
NG LI
N
E
S, LE
G
E
N
D
S, A
ND
R
AIS
ED
P
AVE
M
E
NT
M
A
R
K
E
RS
S
H
A
LL
BE
R
E
M
OVED
BY
W
ATER
B
L
A
STI
N
G.

3. ALL
S
A
L
V
A
G
ED
SIG
NS
A
ND
P
O
S
TS
S
H
A
LL
BE
D
ELIVE
R
ED
TO THE
CITY
M
AINTE
N
A
N
CE
Y
A
RD
U
N
L
E
SS
OTH
E
RWl
SE
IN
DIC
ATE
D.

4. N
EW
SIGN
P
O
S
TS
S
HALL
BE "TEL
E
S
P
A
R"
SQU
A
RE
G
A
L
V
A
NIZ
ED
STEEL
P
O
S
TS
WTH
B
R
E
A
K
A
W
AY
A
N
C
H
OR
P
O
ST,
OR
A
P
P
R

OVED EQ
U
A
L.

5. ALL
N
EW
SIG
NS
A
RE
TO
BE
R
E
F
L
E
C
T
O
RIZ
ED
USI
NG
3--M

HI INTE
N
SITY
G
R
A
DE
S
H
E
ETI
NG
OR
A
P
P
R
OVED
E
Q
U
A
L.

6. ALL
SIG
NS
A
RE
TO
BE
P
ER THE
S
T
A
TE
OF
C
ALI
F
O
R
NIA
SIGN
S
P
E
CIFIC
ATI
O
N
S.

7. STRIPI
NG
S
H
A
LL
BE
C
AT TR
A
C
K
ED
A
ND
A
P
P
R
O
V
ED
BY THE
CITY
E
N
GIN
E
ER
P
RIOR
TO
FIN
AL IN
S
T
A
L
L
ATI
ON
MINIM
UM
OF
O
NE WE
EK
N
OTI
CE
R
E
Q
UIR
ED
BY THE
CITY
E
N
GIN
E
ER
F
OR
A
P
P
R
O
V
AL
OF

STRIPIN
G.

8. P
AVI
NG
D
A
M
A
G
ED
D
UE
TO THE
R
E
M
O
V
AL
OF
R
AIS
ED
P
AVE
M
E
NT
M
A
R
K
E
RS
OR
E
XISTI
NG

STRIPING
S
H
A
LL
BE
R
E
P
AIR
ED
TO THE
S
ATI
S
F
A
CTI
ON
OF THE
CITY
E
N
GIN
E
E
R.

9. ALL
SIG
NS
ATT
A
C
H
ED
TO
STR
E
ET LI
G
H
TING
P
O
LE
S
H
A
LL
BE
R
E
L
O
C
A
T
ED
TO
N
EW LO
C
A
TION
U
P
ON
U
LTI
M
ATE
LO
C
A
TIO
NS
OF
STR
E
ET LI
G
HTI
NG
P
O
L
E.

10. F
OR IN
T
E
R
S
E
CTI
ON
SIG
NING
ON
SIG
N
AL
P
O
L
ES
A
ND
M
A
ST
A
R
M
S, S
EE TR
A
F
FIC
SIG
N
AL
P
L
A
N
S.

11. THE

STRIPING
A
ND
SIG
NING
S
H
OWN
F
OR
R
E
M
O
V
AL
ON TH
E
SE
P
L
A
NS
M
AY
BE
DIF
F
E
R
E
NT TH
AN WlH
AT
E
XIS
TS
AT TI
ME
OF IN
S
T
A
L
L
ATI
ON
OF A
C
O
N
STR
U
CTI
ON
S
T
A
GE. THE
C
O
N
T
R
A
C
T
OR
S
H
A
LL
R
E
M
OVE
A
LL
C
O
N
FLI
CTI
NG
SIG
NING
A
ND

STRIPIN
G, WlH
ETH
ER
OR
N

OT IT IS
D
E
PIC
T
ED
A
C
C
U
R
ATE
LY
ON TH
E
SE
P
L
A
N
S.

12. C
O
M
P
L
E
TE
P
E
R
M
A
N
E
NT

STRIPING IM
M
E
DIA
T
E
LY
A
F
T
ER 10
C
A
L
E
N
D
AR
D
AYS
OF
OVE
R
L
A
Y. TE
M
P
O
R
A
RY
S
T
RIPING
T
A
BS
S
H
ALL
BE IN
S
T
ALL
ED IM
M
E
DIATE
LY
A
FTER
OVE
R
L
AY
A
ND
BE
M
AIN
T
AIN
ED
U
NTIL
P
E
R
M
A
N
E
NT

STRIPING IS
C
O
M
PLE
TE.

13. R
E
M
O
V
AL

OF EXISTI
NG
S
T
RIPING
S
H
A
LL
BE
S
C
H
E
D
U
L
ED
D
U
RING
D
AY
S
HIF
T. W
ATER
B
L
A
STI
NG FOR
S
T
RIPING
R
E
M
O
V
AL
S
H
A
LL
N
OT
BE
C
O
N
D
U
CTED
B
ETWE
EN
8: 00
PM
A
ND
9: 00
AM
D
UE
TO
NOI
SE IM
P
A
C
T
S.

14. R
E
M
O
VE
A
ND
R
E
P
L
A
CE
ALIL
W
A
T
ER
V
A
LVE
C
O
V
E
R
S, B
O
X
E
S, S
L
E
EVE
S, A
ND
C
OLIL
A
RS WlTHIN
P
AVE
M
E
NT
R
E
H
A
BILIT
ATI

ON LIMITS WI
TH
N
EW TR
A
FFI
C
-
R
ATED
C
H
RISTY
P
R
E
C
A
ST
V
A
LVE
B
O
X
ES
P
ER
CITY
S
P
E
CIFI
C
ATI
O
N
S.

15. R
E
M
OVE
A
ND
R
E
P
L
A
CE
A
LL
D
A
M
A
G
ED
W
ATER
M
ETER
B
O
X
ES
ON THE
SID
E
W
A
LK TH
AT
A
RE
A
D
J
A
C
E
NT
TO
A
NY
C
U
RB
A
NG
G
UTT
ER
R
E
C
O
N
STR
U
CTI
ON
P
ER
CITY
OF
B
EVE
R
LY HIL
LS
S
T
A
N
D
A
RD
P
L
AN
BH
710.

WORK SHALL BE DONE

ON THIS SITE

UNTIL BELOW
A
GENCY IS NOTIFIED Of

INTENTI

ON TO GR
ADE
OR EX
C
A
V
ATE.
a ~
0 c 0 $
>
.e
0 o
N
LIN
D
EN
DR.
"1r_I
,
DATE
10,14,2
0 25
3 5 Hutton Centre Drive, Suite 300
Santo Ano, CA 92707 (714) 751-
7373
D
E
T
AIL D
D
E
T
AIL C
8 15'
h ± - -
[
:]
PE 64
2 86
D
E
T
AIL B
S
H
A
R
ED LA
NE PA
V
E
M
E
NT
M
A
R

KING NO
T
E
S:

1. S
T
A
N
D
A
RD
S
H
A
R
ED LA
NE PA
V
E
M
E
NT
M
A
R
KIN
G. S
EE
M
A
N
U

AL ON UNIF
O
RM

TRAFFIC
C
O
N
T
R

OL DEVIC
ES
(M
U
T
C
D) FOR
M
O
RE IN
F
O
R
M
A
TIO
N.

2. All M
A
R
KIN
GS
A
RE
T
H
E
R
M
O
PLA
S
TIC.

RIEF NAFT
ALI
P
S
O
M
AS
. ' •
ofE
S
S/6
NAF
t' ? e
C fr } fr
0 # /-
vI
F
cu
S
LIN
D
EN
D
R.
-
P
R
O
P
O
S
ED
S
T
RIPI
NG &
M
A
R
KIN
GS
P EXI
STI
NG
SIG
NS
(S) SI
G
N
ALI

ZED INTE
R
S
E
CTI
ON
[ _]
COL
D
MILL &
OVE
R
L
AY
EE7E
E] P
cc
soe
wu
r L
__ J
F
ULIL
D
E
PTH
A
S
P
H
A
LT
P
AVE
M
E
NT
[.·. aus
PAD
S
A
W
C
UT
L
E
G
E
N
D:

LY HILLS
S
T
A
N
D
A
RD
P
L
AN
BH 10

7. (6)
R
E
M
OVE
E
XISTI
NG
A
S
P
H
A
LT
P
AVE
M
E
NT
A
ND
B
A
SE
S
E
CTI
O
N.

C
O
N
STR
U
CT
8" HMA
OVER
6"
C
M
B. 0
C
O
N
STR
U
CT
C
O
N
C
R
ETE
B
US
P
AD
P
ER
S
P
P
WC
S
T
A
N
D
A
RD
P
L
AN
131--

3. ®
C
O
N
STR
U
CT
C
U
RB
R
A
MP
P
ER
CITY
OF
B
EVE
R
LY
HILLS
S
T
A
N
D
A
RD
P
L
AN
BH 10

3. (C
A
SE
P
ER
P
L
A
N). C
O
NTR
A
C
T
OR
S
H
A
LL
R
E
L
O
C
ATE
OR
A
D
J
U
ST
TO
G
R
A

DE THE EXISTI
NG
S
U
R
F
A
CE
UTILI
TIE
S. @
R
E
C
O
N
STR
U
CT
C
A
T
CH
B
A
SIN LO
C
AL
D
E
P
R
E
S
SION
P
ER
S
P
P
WC
S
T
A
N
D
A
RD
P
L
AN
313--

4. @
w
sAu
D
ETE
C
T
A
B
LE
W
A
R
NING
S
U
R
F
A
C
E. @
R
E
M
OVE
A
ND
R
E
P
L
A

CE EXISTI
NG
W
ATER
M
E
T
ER
B
OX
P
ER
CITY
OF
B
EVE
R
LY
HIL
LS
S
T
A
N
D
A
RD
P
L
AN
BH 710.

C
O
N
S
T
R
U
C
TION
N
O
T
ES
P
AINT
50 L.F. 6" S

OLID WHITE LA

2. (Wl
DTH
P
ER
P
L
A
N). @)
P
AINT
P
AVE
M
E
NT
M
A
R
KIN
GS
F
OR
R
AIS
ED
M
A
R
KIN
GS
F
OR
R
AIS
ED
C
R
O
S
S
W
A
L
KS
P
ER THE
C
ALI
F
O
R
NIA
M
U
T
CD
2 014
E
DITI
ON LA
T
E
ST
R
EVI

SION FI
G
U
RE
3 B--
30,
M
O
DIFI
ED
P
ER
P
L
A
N. (9)
P
AINT
6" WHITE LA
NE LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 0
A, D
E
TAIL

9. @2)
P
AINT
6"
D
O
U
B
LE YEL
L
OW
C
E

NTER LI
NE
P
ER
C
AL TR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 0
A, D
E
T
AIL
2 2. (@)
P
AINT
6" YEL
L

DIAN IS
L
A
ND LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 0
B, D
E
TAIL
2 9. @)
P
AINT
8" WlHITE
C
H
A
N
N
ELI

ZING LI
NE
P
ER
C
AL TR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 0
D, D
E
T
AIL

38. (8)
P
AINT
8" WHITE
C
H
A
N
N
ELIZI
NG LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 O
D, D
E
TAIL
3 8
A. @)
P
AINT
6" WHITE LA
NE LI
NE
E
XTE
NSI
ON TH
ROU

GH INTE
R
S
E
C
TION
P
ER
C
AL TR
A
NS
STD. P
L
AN
A
2 0
D, D
E
T
AIL
4 0. @)
P
AINT
6"
D
O
U
B
LE YEL
L
OW
C
E

NTER LI
NE
E
XTE
NSI
ON TH
ROU
GH
INTE
R
S
E
CTI
ON
P
ER
C
A
LTR
A
NS
STD. P
L
AN
A
2 O
D, D
E
T
AIL

41. (_
IN
S
T
A
LL
D
ETE
C
T
OR LO
O

SIG
NING
A
ND
S
T
RIPING
N
O
T
E
S=
JOIN
E
X. (TYP.)
3 gs
S
S
A
NT A
M
O
NICA
B
L
VD
2i
.- .

S
S
MH
3s•
ee
s
u
e
s1 12
F
oR
CU
RB
R
A
MP
D
E
TAI
LS
5'X
4 4' 60' . -.

S
McC
A
RTY
D
R.
· -1,;o
-··
. .... )· . .. . . . . . . . •
L#
.-'
(TYP.)(9'
8 13'.38 S Tee v (K

TYPE I (L)(
4 f
C
A
SE 1
.2
6 5''38
·-·
S
EE
S
H
E
ET 10
F
OR
C
U
RB
R
A
MP
D
ET
• TYP.) a
60'
.·-·· 1..:

TYPE IV.(
L)
L
-
O
P
E
NING
. 29 .

W
A
R
NIN
G:

BEF
O
RE ST
A
RTI
NG
W
O
RK

ON EXISTI
NG SE

RIES STR
EET
LI
GHTI
NG CI
R
C

UITS, C
O
NTR
A
CTOR
M
U
ST
O
B
T
AIN
O
AILY
SAFETY
CIR
C
UIT
CLE
A
R
A
N
CE FR

OM THE SERVI
NG UTI
UTY. CU
T
-OUT PL
U
GS
M
U

ST BE PULLED
A
ND "M
EN
AT WO
RK"

SIGNS PO

STED BEFO
RE
A

NY WORK IS DO
NE
OR
C
O
N
N
E
CTIONS
M
A
DE.
'
, S
SH
2 WV
f
,
er 609 TT
"7 7n
en
//1gr.. 9"
.--
$
N
S
A
N
TA
M
O

NICA BL
VD
aide\.a a.day at.
)10'X
6 5'
-
-
-
""l"[L
,_ __ R
=15
0' '?
G
E
N
ERAL
N
O
T
ES

TWO WORKING DAYS BEFORE

YOU DIG
U
n
d
erground
S
ervice
Alert
Ct I0L
RE
8 11

1. A
LL
SIG
NING
A
ND
S
T
RIPING
W
O
RK
S
H
A
LL
C
O
N
F
O
RM
TO
T
HE
S
T
A
TE
OF
C
ALI
F
O
R
NIA
S
T
A
N
D
A
RD
S
P
E
CIFIC
A
TION
2 0
24 E
DITI
ON
A
ND
C
ALI
F
O
R
NIA
M
U
T
CD
2 014 EDITI

ON (LA TE
ST
R
EVI
SIO
N). A
LL

STRIPING
S
H
A
LL
BE
T
H
E
R
M
O
P
L
A
STI
C.

2. ALL
C
O
N
FLI
CTI
NG LI
N
E
S, LE
G
E
N
D
S, A
ND
R
AIS
ED
P
AVE
M
E
NT
M
A
R
K
E
RS
S
H
A
LL
BE
R
E
M
OVED
BY
W
ATER
B
L
A
STI
N
G.

3. ALL
S
A
L
V
A
G
ED
SIG
NS
A
ND
P
O
S
TS
S
H
A
LL
BE
D
ELIVE
R
ED
TO THE
CITY
M
AINTE
N
A
N
CE
Y
A
RD
U
N
L
E
SS
OTH
E
RWl
SE
IN
DIC
ATE
D.

4. N
EW
SIGN
P
O
S
TS
S
HALL
BE "TEL
E
S
P
A
R"
SQU
A
RE
G
A
L
V
A
NIZ
ED
STEEL
P
O
S
TS
WTH
B
R
E
A
K
A
W
AY
A
N
C
H
OR
P
O
ST,
OR
A
P
P
R

OVED EQ
U
A
L.

5. ALL
N
EW
SIG
NS
A
RE
TO
BE
R
E
F
L
E
C
T
O
RIZ
ED
USI
NG
3--M

HI INTE
N
SITY
G
R
A
DE
S
H
E
ETI
NG
OR
A
P
P
R
OVED
E
Q
U
A
L.

6. ALL
SIG
NS
A
RE
TO
BE
P
ER THE
S
T
A
TE
OF
C
ALI
F
O
R
NIA
SIGN
S
P
E
CIFIC
ATI
O
N
S.

STRIPIN
G.

8. P
AVI
NG
D
A
M
A
G
ED
D
UE
TO THE
R
E
M
O
V
AL
OF
R
AIS
ED
P
AVE
M
E
NT
M
A
R
K
E
RS
OR
E
XISTI
NG

STRIPING
S
H
A
LL
BE
R
E
P
AIR
ED
TO THE
S
ATI
S
F
A
CTI
ON
OF THE
CITY
E
N
GIN
E
E
R.

9. ALL
SIG
NS
ATT
A
C
H
ED
TO
STR
E
ET LI
G
H
TING
P
O
LE
S
H
A
LL
BE
R
E
L
O
C
A
T
ED
TO
N
EW LO
C
A
TION
U
P
ON
U
LTI
M
ATE
LO
C
A
TIO
NS
OF
STR
E
ET LI
G
HTI
NG
P
O
L
E.

10. F
OR IN
T
E
R
S
E
CTI
ON
SIG
NING
ON
SIG
N
AL
P
O
L
ES
A
ND
M
A
ST
A
R
M
S, S
EE TR
A
F
FIC
SIG
N
AL
P
L
A
N
S.

11. THE

STRIPIN
G, WlH
ETH
ER
OR
N

OT IT IS
D
E
PIC
T
ED
A
C
C
U
R
ATE
LY
ON TH
E
SE
P
L
A
N
S.

12. C
O
M
P
L
E
TE
P
E
R
M
A
N
E
NT

STRIPING IS
C
O
M
PLE
TE.

13. R
E
M
O
V
AL

14. R
E
M
O
VE
A
ND
R
E
P
L
A
CE
ALIL
W
A
T
ER
V
A
LVE
C
O
V
E
R
S, B
O
X
E
S, S
L
E
EVE
S, A
ND
C
OLIL
A
RS WlTHIN
P
AVE
M
E
NT
R
E
H
A
BILIT
ATI

ON LIMITS WI
TH
N
EW TR
A
FFI
C
-
R
ATED
C
H
RISTY
P
R
E
C
A
ST
V
A
LVE
B
O
X
ES
P
ER
CITY
S
P
E
CIFI
C
ATI
O
N
S.

WORK SHALL BE DONE

ON THIS SITE

UNTIL BELOW
A
GENCY IS NOTIFIED Of

INTENTI

ON TO GR
ADE
OR EX
C
A
V
ATE.
a ~
0 c 0 $
>
.e
0 o
44' OPENING 50' OPENING S

10.5' 10' 10' 10' 10.5'10'
9'12' 26' 21' 2 50' 22 75' 4 3 (TYP.) 22 135' L (TYP.) 1 WV SDMH 1 SSMH 1 EMH 2 SSMH SDMH 1 SC 4 4 6 93' 68' 1 TYPE IV (L) 1 TYPE IV (L) 268'38 29 8 CASE 2 11 3 5'X235' 8 CASE 1 CASE 1 8 4 74' 12' 4 3 15' 15' 4'X26'6 8'X20'6 4' 2 4' 2 FOR CURB RAMP STOP STOP STOP STOP STOP 13' 5'

10.5' 10' 10' 9' 10' 10' 10.5' 60' OPENING

10.5' 10' 10' 10' 10' 10.5'

10.5' 10' 10' 9' 10' 10' 10.5' 60' OPENING

10.5' 10' 10' 10' 10' 10.5'

10.5' 10' 10' 10' 10' 10.5' 80' OPENING 90' OPENING

10.5' 10' 10' 10' 10' 10.5'

10.5' 10' 10' 10' 10' 10.5'
9'
9'13'
9'S
(10') (10') (10') (9') (10') (10') (10.5') 2 2 238 TYPE IV (L)1234 222 18' 20' FLARE TYPE IV (L)1 38 41' 1 TYPE IV (L) 22 117' 9 (TYP.) 2 50' 9 (TYP.) 929 40' FLARE 23 338222 2 50' 22 71' 1 TYPE IV (L) 38 71' 2 35' 38 TYPE IV (L)1 9 4 (TYP.) 6 SDMH 1HH 1 9 HH 1 SDMH 1 WV 1 MH 1 1 SSMH 2 50' 1 22 250' 2 50' HH 1 JOIN 6 4 4 SSMH 4 7 4 3 SSMH 85'X8' 22' 65' 10'X75' 75' 20' EX. R3-2 EX. R31(CA) EX. W11-2 EX. R31(CA) 1 TYPE IV (L) JOIN TYPE IV (L)1 1 TYPE IV (L) 1 SDMH 3 38 46' 9 (TYP.) CASE 1 8 8 CASE 1 8 CASE 4 8 CASE 1 8 CASE 1 OR 4 CASE 1 8 8 CASE 1 CASE 1 8 8 CASE 1 8 CASE 1 CASE 1 8 EX. R1-5 EX. W11-2 EX. R10-15 EX. BUS SIGN EX. R31(S) (CA) EX. R31(S) (CA) EX. R10-7 9 22 111' 46' 22 SDMH 1 4 3 10 2 WV 10'X65' 7 11' 10 4 50' 12'
12' 4 (TYP.) 6 (TYP.) 6 6 (TYP.) 6 (TYP.) WV 2 5' 1
12' 4 WV 4 4'
15' 15'
15' 15'
15' 15'
15' 15'
15' 15'
15' 15'
15' 15' 3
12'
4'
12'
4' 34
12'
4' 34
12'
4'
12'
4' 341 "STOP" "STOP" 1 1 "STOP" "STOP" 1 43 "STOP" 1 8 CASE 1 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert O B CALL EF Call: TOLL FREE RE 811 U DI G YO NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. CITY OF BEVERLY HILLS, CALIFORNIA DATE REVISION BY CIVIL ENGINEERING DEPARTMENT DATE DATE DATE SCALE AS SHOWN DRAWN DESIGNED F.B. NO. CHECKED PAGE TO APPROVED JOB NO. SUBMITTED PROJECT: DATE DRAWING NO. SHEET OF DATE SHEET (714) 751-7373 Santa Ana, CA 92707 5 Hutton Centre Drive, Suite 300 ARIEF NAFTALI PE 64286 DATE DNE DNE NN 10/14/2025 WARNING: BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE.

Plotted - 10/14/2025 10:10:18 AM :: Saved - 10/14/2025 9:27:12 AM :: J:\OC\2BEV020510\CADD\Design\Sheets\BEV-SS-01-02.dwg :: daisy.emano STATE OF CAL I FORN I A REGISTERED PROFESSIONAL ENGI NEERA R I E F N A F T A L INo. 64286 C I V I L 18 S PECK DR. N CAMDEN DR. SCALE: 1"=40' MATCH LINE SEE SHEET 3 WILSHIRE BLVD SPEED LIMIT - 25MPH N REXFORD DR. S REXFORD DR. S MAPLE DR. N MAPLE DR. N PALM DR. S PALM DR. N OAKHURST DR. S OAKHURST DR. WILSHIRE BLVD SPEED LIMIT - 25MPH MATCH LINE SEE SHEET 5 LEGEND: SIGNALIZED INTERSECTION EXISTING SIGNS PROPOSED STRIPING & MARKINGS S COLDMILL & OVERLAY PCC SIDEWALK FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT CONSTRUCTION NOTES: 1 ADJUST TO FINISHED GRADE (AS NOTED) CONSTRUCT A 1-FOOT-WIDE BLACK-DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITH CHRISTY PRECAST AND TRAFFIC-RATED VALVE BOXES PER CITY SPECIFICATION. 2 PROTECT IN PLACE, AS SHOWN ON PLANS 3 COLDMILL 2" OF EXIST PAVEMENT AND CONSTRUCT 2" ASPHALT RUBBER OVERLAY PER CITY OF BEVERLY HILLS STD PLAN 115. 4 REMOVE AND RECONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STD. PLAN 107 5 RECONSTRUCT PCC SIDEWALK PER CITY OF BEVERLY HILLS STD. PLAN 105. 6 CONSTRUCT 8" HMA OVER 6" CMB 7 CONSTRUCT CONCERTE BUS PAD PER SPPWC STD PLAN 131-3 8 CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STD. PLAN 103. (CASE PER PLAN) 9 ABANDON, AS SHOWN PER PLAN. 10 REMOVE AND RECONCSTRUCT CATCH BASIN LOCAL DEPRESSION PER APWA STANDARD 313-4 WILSHIRE BLVD. STREET IMPROVEMENTS SIGNING, STRIPING, & PAVEMENT REHABILITATION CITY OF BEVERLY HILLS BEDFORD DR. TO DAYTON WAY REXFORD DR. TP OAKHURST DR. 4 SIGNING AND STRIPING NOTES: PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARD PLANS A24A TO A24H. 1 PAINT 50 L.F. 6" SOLID WHITE LANE LINE WITH TYPE "G" RPM'S AT EACH END OF LINE, UNLESS OTHERWISE SHOWN. 2 PAINT 12" WIDE WHITE LIMIT LINE AS SHOWN PER CALTRANS STANDARD PLAN A24G. 3 PAINT 8" WHITE CHANNELIZING LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. 38 PAINT 6" WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. 9 PAINT 6" DOUBLE YELLOW CENTER LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. 22 PAINT 6" DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. 29 PAINT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. 4 PAINT 4" WHITE PARKING STALLS PER CITY OF BEVERLY HILLS STD. DRWAING 601 6 11 INSTALL DETECTABLE WARNING SURFACE. STATE OF CAL I FORN I A REGISTERED PROFES IONAL ENGINEERA R I E F N A F T A L INo. 64286 C I V I L s To v
EMH
2 1eE .A9
(TYP.)
WILS• HIRE BLVD
• SPEED LIMIT -- 25MPH 4NI.a eiN- ·
3 8'X20
to 4'X26 .--- fyreriv.() ?
»
-
· 268'38
·L ·.

29. 50'
.OPENINGgg'· 4
CASE 2
7+' S,, 8)5g235
· KE EY, F-
--- -- - _Jd - -- '2' 3)(P)y. ·-·
93'
SPECK DR.

N REXFORD DR. N MAPLE DR N PALM DR. N OAKHURST DR.
8 CASE 1
SSMH 25@20
{" EX. R10-7
_ .. .%.

S OAKHURST DR.

EX. R31(S) (CA)!
10'X75' 'i'// / 75'
Ex. Bus so/ Ex. R31@s) (c»)
S MAPLE DR. S PALM DR.

CASE 4
50'
Hh d
SDMH
rGASEl_
4 ...
1 ••• S REXFORD DR • •
mr
I
4 CASE 1{8)~l
.. >[fHII]
JOIN -<-]
rPE v (L)1 >< o - c
< lo
ci
DATE
4 10,14,2025
5 Hutton Centre Drive, Suite 300
Santo Ano, CA 92707 (714) 751-7373
ARIEF NAFTALI PE 64286
PSOMAS
SCALE: 1"=40'

PROPOSED STRIPING & MARKINGS EXISTING SIGNS SIGNALIZED INTERSECTION COLDMILL & OVERLAY PCC SIDEWALK FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT ADJUST TO FINISHED GRADE (AS NOTED) CONSTRUCT A 1--FOOT-WIDE BLACK--DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITH CHRISTY PRECAST AND TRAFFIC-RA TED VALVE BOXES PER CITY SPECIFICATION. -
b
PROTECT IN PLACE, AS SHOWN ON PLANS COLDMILL 2" OF EXIST PAVEMENT AND CONSTRUCT 2" ASPHALT RUBBER OVERLAY PER CITY OF BEVERLY HILLS STD PLAN 115. REMOVE AND RECONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STD. PLAN 107 ® RECONSTRUCT PCC SIDEWALK PER CITY OF BEVERLY HILLS
STD. PLAN 105. CONSTRUCT 8" HMA OVER 6" CMB CONSTRUCT CONCERTE BUS PAD PER SPPWC STD PLAN 131--3 CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STD. PLAN 103. (CASE PER PLAN) ABANDON, AS SHOWN PER PLAN. REMOVE AND RECONCSTRUCT CATCH BASIN LOCAL DEPRESSION PER APWA STANDARD 313--4 INSTALL DETECTABLE WARNING SURFACE. CONSTRUCTION NOTES: 0 LEGEND:

WARNING:

SIGNING AND STRIPING NOTES:

TWO WORKING DAYS BEFORE YOU DIG
NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED Of INTENTION TO GRADE OR EXCAVATE.

Underground Service Alert
Ct I0L RE
811
�«t 00 0 0
s To
v
EMH
2 1eE .A9
(TYP.)
WILS• HIRE BLVD
• SPEED LIMIT -- 25MPH 4NI.a eiN- ·
3 8'X20
to 4'X26 .--- fyreriv.() ?
»
-
· 268'38
·L ·.

29. 50'
.OPENINGgg'· 4
CASE 2
7+' S,, 8)5g235
· KE EY, F-
--- -- - _Jd - -- '2' 3)(P)y. ·-·
93'
SPECK DR.

N REXFORD DR. N MAPLE DR N PALM DR. N OAKHURST DR.
8 CASE 1
SSMH 25@20
{" EX. R10-7
_ .. .%.

S OAKHURST DR.

EX. R31(S) (CA)!
10'X75' 'i'// / 75'
Ex. Bus so/ Ex. R31@s) (c»)
S MAPLE DR. S PALM DR.

WARNING:

SIGNING AND STRIPING NOTES:

TWO WORKING DAYS BEFORE YOU DIG
NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED Of INTENTION TO GRADE OR EXCAVATE.

Underground Service Alert
Ct I0L RE
811
�«t 00 0 0
90' OPENING

10.5' 10' 10' 10' 10' 10.5' 9'

10.5' 10' 10' 10' 10' 10.5'
9' 60' OPENING 12' 4' 12' 4' 90' OPENING S 2 2 9 TYPE IV (L)1 2 250'22 120'382 AA 39A64' 4 39A AA4 3 TYPE IV (L)1 2 50' 38 107' 1 TYPE IV (L) 22 242' 2 50' 9 (TYP.) 2 50' 2 50' 38 70' 80' 38 TYPE IV (L)12 96 3822 2 50' 2 22 245' 38 83' 1 HH 1 SSMH SDMH WVHH 1 1 HH 1 HH SSMH 1 WV 2 1 4 4 4 4 4 SDMH SSMH 4 4 85' 4'X50' 6 40' 146' 83' 20' 157' 132' 1 TYPE IV (L) 1 TYPE IV (L) 1 TYPE IV (L) TYPE IV (L)1 TYPE IV (L)1 1 TYPE IV (L) TYPE IV (L)1 CASE 1 8 8 (2) OF CASE 1 OR 4 8 (2) OF CASE 1 OR 4 CASE 1 8 8 CASE 1 CASE 1 8 8 CASE 1 CASE 1 8 8 CASE 1 CASE 1 8 EX. BUS SIGN EX. R2-1 EX. R31(S) (CA) EX. R31(S) (CA)EX. R31(S) (CA) EX. R3-1 EX. R30 (CA) EX. R3-1 EX. R31(S) (CA) 3 10' 10 6 8'X4' 10' 10 13 3 15' 12' 12' (TYP.) 6 4 4
15' 15'
15' 15'
15' 15'
15' 15'
15' 15'
15' 15' WV
12' 12'
12' 12' 4 4 4 4 7' 10

10.5' 10' 10' 10' 10' 10.5' 9'

10.5' 10' 10' 10' 10' 10.5'
9' 60' OPENING

10.5' 10' 10' 10' 10' 10.5' 9'

10.5' 10' 10' 10' 10' 10.5' 9' 12' 4' 4' 12'

10.5' 10' 10' 10' 10' 10.5' 9'

10.5' 10' 10' 10' 10' 10.5' 9' 120' OPENING 60' OPENING 50' OPENING 40' OPENING 12' S S S 2 50' 38 55' 2 50' 2 50' 22 76' 38 129' 3 (TYP.) 4 9 (TYP.) 2 50' 2 50' 22 134' 1 TYPE IV (L) 38 127' 9 (TYP.) SSMH 1 3 (TYP.) 4 2 50' 11 TYPE IV (L) 38 50' 2 50' SDMH 1 SSMH 2 50' 38 82' 22 145' 2 50' 6 (TYP.) 9 3 4 2 50' 22 89' 38 95' 2 50' 22 245' 2 41' 38 TYPE IV (L)1 22 2 SSMH 1 EMH 2 4 10 4 10 6 3 HH 2 132' 4 12' 98' 12' 115'X8' 1 TYPE IV (L) TYPE IV (L)1 1 TYPE IV (L) 1 TYPE IV (L) 1 TYPE IV (L) 9 (TYP.) (2) OF CASE 18 8 (2) OF CASE 1
(2) OF CASE 18 8 (2) OF CASE 1 8 CASE 1 CASE 1 8 8 CASE 1 CASE 1 8 8 CASE 1 CASE 1 8 CASE 1 8 EX. R31(S) (CA) EX. BUS SIGN EX. R31(S) (CA) EX. R31(S) (CA) EX. SW24-1 (CA) EX. R31(S) (CA) EX. W11-2 EX. R31(S) (CA) EX. R31(S) (CA) "WAIT" 1 "HERE" 1 (TYP.) 6 "HERE" 1 "WAIT" 1 7' 4 146' 3 (TYP.) 6 4 10'
10' 4
15' 15'
15' 15'
15' 15'
15' 15'
15' 15'
15' 15'
15' 15' 4 4
12'
12'
12'
12' 4 4 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert O B CALL EF Call: TOLL FREE RE 811 U DI G YO NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. CITY OF BEVERLY HILLS, CALIFORNIA DATE REVISION BY CIVIL ENGINEERING DEPARTMENT DATE DATE DATE SCALE AS SHOWN DRAWN DESIGNED F.B. NO. CHECKED PAGE TO APPROVED JOB NO. SUBMITTED PROJECT: DATE DRAWING NO. SHEET OF DATE SHEET (714) 751-7373 Santa Ana, CA 92707 5 Hutton Centre Drive, Suite 300 ARIEF NAFTALI PE 64286 DATE DNE DNE NN 10/14/2025 WARNING: BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE.

Plotted - 10/14/2025 10:10:33 AM :: Saved - 10/13/2025 4:55:35 PM :: J:\OC\2BEV020510\CADD\Design\Sheets\BEV-SS-03-07.dwg :: daisy.emano STATE OF CAL I FORN I A REGISTERED PROFESSIONAL ENGI NEERA R I E F N A F T A L INo. 64286 C I V I L 18 N DOHENY DR. N WETHERLY DR. N ALMONT DR. S DOHENY DR. S WETHERLY DR. S ALMONT DR. WILSHIRE BLVD SPEED LIMIT - 25MPH MATCH LINE SEE SHEET 4
MATCH LINE SEE BOTTOM LEFT SCALE: 1"=40' N LA PEER DR. N SWALL DR. N CLARK DR. S LA PEER DR. S SWALL DR. S CLARK DR. WILSHIRE BLVD SPEED LIMIT - 25MPH

MATCH LINE SEE ABOVE RIGHT
MATCH LINE SEE SHEET 6 LEGEND: SIGNALIZED INTERSECTION EXISTING SIGNS PROPOSED STRIPING & MARKINGS S COLDMILL & OVERLAY PCC SIDEWALK FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT WILSHIRE BLVD. STREET IMPROVEMENTS SIGNING, STRIPING, & PAVEMENT REHABILITATION CITY OF BEVERLY HILLS OAKHURST DR. TO CLARK DR. 5 BIKE LANE AT CONFLICT ZONE 4' TYP. 6" WHITE THERMO O.C. 5' MIN. 6" WHITE 6" WHITE 6" WHITE THERMO, DETAIL 39A 8' GAP PREMARK "BIKE LANE GREEN", VIZIGRIP AS MANUFACTURED BY ENNIS-FLINT OR APPROVED EQUAL DETAIL A NTS SIGNING AND STRIPING NOTES: PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARD PLANS A24A TO A24H. 1 PAINT 50 L.F. 6" SOLID WHITE LANE LINE WITH TYPE "G" RPM'S AT EACH END OF LINE, UNLESS OTHERWISE SHOWN. 2 PAINT 12" WHITE LIMIT LINE AS SHOWN PER CALTRANS STANDARD PLAN A24G. 3 PAINT 8" WHITE CHANNELIZING LINE AS PER CALTRANS STANDARD PLAN A20D, DETAIL 38. 38 PAINT 6" WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. 9 PAINT 6" DOUBLE YELLOW CENTER LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. 22 PAINT 6" DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. 29 PAINT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (WIDTH PER PLAN). 4 INSTALL DETECTOR LOOP(S) PER CITY OF BEVERLY HILLS STANDARD PLAN BH 401. LSC SPLICE NEW TO EXISTING CONDUCTORS. CONSTRUCTION NOTES 1 ADJUST UTILITY TO FINISHED GRADE (AS NOTED). CONSTRUCT A 1-FOOT-WIDE BLACK-DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REMOVE AND REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITHIN PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC-RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. 2 PROTECT IN PLACE, AS SHOWN ON PLANS. 3 COLDMILL 2" OF EXISTING PAVEMENT AND CONSTRUCT 2" DEPTH ASPHALT RUBBER OVERLAY PER CITY OF BEVERLY HILLS STANDARD PLAN BH 115. 4 REMOVE AND RECONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STANDARD PLAN BH 107. 6 REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION. CONSTRUCT 8" HMA OVER 6" CMB. 8 CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STANDARD PLAN BH 103. (CASE PER PLAN). CONTRACTOR SHALL RELOCATE OR ADJUST TO GRADE THE EXISTING SURFACE UTILITIES. PAINT 6" WHITE LANE LINE EXTENSION THROUGH INTERSECTION PER CALTRANS STANDARD PLAN A20D, DETAIL 40. 40 10 RECONSTRUCT CATCH BASIN LOCAL DEPRESSION PER SPPWC STANDARD PLAN 313-4. PAINT 4" WHITE PARKING STALLS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 601. 6 PAINT 6" WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. 39AA PAINT BIKE LANE DROP PER DETAIL A. 13 INSTALL CATCH BASIN CURB SCREEN (ARS). PAINT 6" WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. 39A STATE OF CAL I FORN I A REGISTERED PROFES IONAL ENGINEERA R I E F N A F T A L INo. 64286 C I V I L S ALMONT DR.

N ALMONT DR.
'

S DOHENY
DR.

I
N DOHENY DR.
y
\
lo
-
_
(2)
w
OF CASE 1
SSMH
N LA PEER DR.

I I;• +"u
• 4
. ...
·
.

I '7® (2) OF CASE 1- 98 4/\--- I' ce@
N SWALL DR.
]. u i

WILSHIRE BLV D '
cs ' SPEED LIMIT - 25MPH SSMH I- K '
.jj "HEReT "wAir"
N CLARK DR.

SSMH I:
•
I . CASE1 8 CASE 1 m
" - 4 146' 1 to • u
- - -
S LA PEER DR. S SWALL DR. S CLARK DR.

DATE
10,14,2025
5 5 Hutton Centre Drive, Suite 300
Santo Ano, CA 92707 (714) 751-7373
ARIEF NAFTALI PE 64286
PSOMAS
orESS76
NA
;' ' Z C in
Ld fr
cc 0
#i/
vI
F cK
SCALE: 1"=40'
GAP

DETAIL A
4' TYP.
i
JI 8'

BIKE LANE AT CONFLICT ZONE
PREMARK "BIKE LANE GREEN", VIZIGRIP AS

MANUFACTURED BY ENNIS--FLINT OR APPROVED EQUAL'

PROPOSED STRIPING & MARKINGS -
ADJUST UTILITY TO FINISHED GRADE (AS NOTED). CONSTRUCT A 1--FOOT--WIDE BLACK--DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REMOVE AND REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS W1THIN PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC-RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. PROTECT IN PLACE, AS SHOWN ON PLANS. COLDMILL 2" OF EXISTING PAVEMENT AND CONSTRUCT 2" DEPTH ASPHALT RUBBER OVERLAY PER CITY OF BEVERLY HILLS STANDARD PLAN BH 115. 0 REMOVE AND RECONSTRUCT CURB AND GUTTER PER CITY OF
BEVERLY HILLS STANDARD PLAN BH 107.
0 © REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION.

CONSTRUCT 8" HMA OVER 6" CMB. CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STANDARD PLAN BH 103. (CASE PER PLAN). CONTRACTOR SHALL RELOCATE OR ADJUST TO GRADE THE EXISTING SURF ACE UTILITIES. (fg) EcoNsTRucT CATCH BASIN LOCAL DEPRESSION PER SPPWC STANDARD PLAN 313--4. @ INSTALL CATCH BASIN CURB SCREEN (ARS). ' EXISTING SIGNS (S) SIGNALIZED INTERSECTION 7 ·] COLDMILL & OVERLAY EE] Pcc spEwAu« FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT CONSTRUCTION NOTES LEGEND:

WARNING:

PANT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (WIDTH PER PLAN). (@) PAINT 4" WHITE PARKING STALLS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 601. ( PAINT 6" WHITE LANE LINE PER CALTRANS STANDARD PLAN U A20A, DETAIL 9. () PAINT 6" DOUBLE YELLOW CENTER LINE PER CALTRANS STANDARD PLAN A2OA, DETAIL 22. ( PAINT 6" DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A2OB, DETAIL 29. () PAINT 8" WHITE CHANNELIZING LINE AS PER CALTRANS STANDARD PLAN A2OD, DETAIL 38. 39) PAINT 6" WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A2OD, DETAIL 39. (9 PAINT 6" WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. @) PAINT 6" WHITE LANE LINE EXTENSION THROUGH INTERSECTION PER CAL TRANS STANDARD PLAN A20D, DETAIL 40. (_ INSTALL DETECTOR LOOP(S) PER CITY OF BEVERLY HILLS
STANDARD PLAN BH 401.
@) SPLICE NEW TO EXISTING CONDUCTORS. @) PAINT BIKE LANE DROP PER DETAIL A.

SIGNING AND STRIPING NOTES=

TWO WORKING DAYS BEFORE YOU DIG
NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED Of INTENTION TO GRADE OR EXCAVATE.

Underground Service Alert
Cit TOLFREE
811
0 c 0 E 0
>
0 6 0 ] "�L------------------------------------------------------------------------------------------------------------------------------------------------ S ALMONT DR.

N ALMONT DR.
'

S DOHENY
DR.

I
N DOHENY DR.
y
\
lo
-
_
(2)
w
OF CASE 1
SSMH
N LA PEER DR.

I I;• +"u
• 4
. ...
·
.

I '7® (2) OF CASE 1- 98 4/\--- I' ce@
N SWALL DR.
]. u i

WILSHIRE BLV D '
cs ' SPEED LIMIT - 25MPH SSMH I- K '
.jj "HEReT "wAir"
N CLARK DR.

SSMH I:
•
I . CASE1 8 CASE 1 m
" - 4 146' 1 to • u
- - -
S LA PEER DR. S SWALL DR. S CLARK DR.

DATE
10,14,2025
5 5 Hutton Centre Drive, Suite 300
Santo Ano, CA 92707 (714) 751-7373
ARIEF NAFTALI PE 64286
PSOMAS
orESS76
NA
;' ' Z C in
Ld fr
cc 0
#i/
vI
F cK
SCALE: 1"=40'
GAP

DETAIL A
4' TYP.
i
JI 8'

BIKE LANE AT CONFLICT ZONE
PREMARK "BIKE LANE GREEN", VIZIGRIP AS

MANUFACTURED BY ENNIS--FLINT OR APPROVED EQUAL'

WARNING:

SIGNING AND STRIPING NOTES=

TWO WORKING DAYS BEFORE YOU DIG
NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED Of INTENTION TO GRADE OR EXCAVATE.

STOP STOP

10.5' 10'
10'
10'
10' 10.5'
9'
120' OPENING
120' OPENING
11'
5'
12'
5'
11' 10' 10' 9' 10' 10' 10'
10' 9' 10' 10' 10'

10.5' 10' 9' 10' 10' 10' 10.5'

10.5' 10'
9'
10'
10'
10' 10.5'

10.5' 10' 9' 10' 10' 10' 10.5' S

10.5' 60' OPENING 60' OPENING 22 222 2 TYPE IV (L)1 38 9 40 R=266' L=64' 40 R=276' L=62' 40 R=310' L=67' R=300'40 L=69' 2 SSMH 1 1 SSMH SDMH 3 WV 3 HH 1 1 WV HH 38 92' 2 50' 38 115' 22 260' 2 50' 1 TYPE IV (L) 2 50' 2 50' 9 (TYP.) 1 WVHH 1 2 WV SSMH SDMH 1 WV 1 1 3 WV 2 2 WV SSMH 1 SSMH 1 2 WV SSMH WV 1 2 WV SDMH 1 SSMH WV 1 2 WV 1 2 WV 2 50' 38 107' 2 50' 6 (TYP.) 9 (TYP.) 2 50' 1 TYPE IV (L) 38 77' 22 267' 2 50' 2 50' 38 87' 22 265' 1 "CLEAR" 2 50' 7 4 4 4 6 86'X10' 6 25'X4' 176'X10' 14' 31' 1 TYPE IV (L) 1 TYPE IV (L) 1 TYPE IV (L) TYPE IV (L)1 91'38' 1 TYPE IV (L) TYPE IV (L)1 TYPE IV (L)1 1 TYPE IV (L) 8 CASE 1 OR 4 CASE 1 OR 4 8CASE 1 OR 48 8 CASE 1 CASE 1 OR 48 8 CASE 1 OR 4 CASE 18 CASE 1 8 EX. R31(S) (CA) 1 TYPE IV (L) EX. R31(S) (CA) EX. R26(S) (CA) EX. BUS SIGN 1 WV 1 WV EX. R26(S) (CA) EX. R31(S) (CA) EX. R31(S) (CA) 4A 4A 16' 4 146' 7 56'X8' 10'10 52'X8' 6 10' 10 3 42' 4 3 3 3 4 3 10'
4' 4A 12'
12' 4A 15'
15'
15' 15'
15'

10.5' 10.5'
15'
15' R=266'
15' L=64'
12'
12'
12'
4'
4'
4' 4 4 4 "STOP" 1 "STOP" 1 SEE SHEET 15 FOR CURB RAMP DETAILS SEE SHEET 15 FOR CURB RAMP DETAILS STOP STOP
STOP
STOP

10.5'
10' 9' 10' 10' 10' 10.5'
10' 9' 10' 10' 10'

10.5' 10' 9' 10' 10' 10' 10.5'

10.5'
10' 9' 10' 10' 10' 10.5' 12' 12' S 4' 5' 60' OPENING 60' OPENING 90' OPENING 265' (TYP.) 69 2 50'38 127' 2 50' 265'22 4 3 WV 1 1 SSMH 1 3 WV SSMH 2 WV 1 1 WV SSMH 2 EMH WV 1 WV SSMH 1 1 SSMH 2WV 1 2 WV 1 SSMH WV 2 3 WV 1 2 SSMH WV 1 1 SSMH 1 SSMH 2 WV 2 1 "CLEAR" 3 4 2 50' 38 104' 6 (TYP.) 2 50'38 50' 2 2 105'38 2 271'22 (TYP.) 9 4 7 4 17' 4 69' 4 40' 69' 1 TYPE IV (L) 1 TYPE IV (L) TYPE IV (L)1 TYPE IV (L)1 1 TYPE IV (L) TYPE IV (L)1 TYPE IV (L)1 "CLEAR" 1 1 "KEEP" "KEEP" 1 TYPE IV (L)1 260'22 TYPE IV (L)1 2 82' 38 2 (2) OF CASE 1 8 8 CASE 18 2 OF CASE 1 OR 4 2 OF CASE 1 OR 48 CASE 1 8 8 CASE 1 CASE 4 (MOD)8 8 CASE 4 (MOD) CASE 1 8 EX. R10-7 EX. R31(S) (CA) EX. BUS SIGN EX. R31(S) (CA) EX. R10-7 EX. R31(S) (CA) EX. R31(S) (CA) 6 75'X10' 3 8'X6' 6 12' 10 4 80' 6 8'X8' 2 ABANDONED UNDERGROUND PEDESTRIAN WALKWAY 12' 4' 3 4 3 3 4 4 3 10' 4'
15' 15' 10.5' 10.5'
15' 15'
15' 15' 1 TYPE IV (L)
15' 15' 2 WV 1 3 1 "STOP" 41 "STOP" 431 "STOP" 4 "STOP" 1 12' 4' 12' 4' 4' 4' 12' 12' TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert O B CALL EF Call: TOLL FREE RE 811 U DI G YO NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. CITY OF BEVERLY HILLS, CALIFORNIA DATE REVISION BY CIVIL ENGINEERING DEPARTMENT DATE DATE DATE SCALE AS SHOWN DRAWN DESIGNED F.B. NO. CHECKED PAGE TO APPROVED JOB NO. SUBMITTED PROJECT: DATE DRAWING NO. SHEET OF DATE SHEET (714) 751-7373 Santa Ana, CA 92707 5 Hutton Centre Drive, Suite 300 ARIEF NAFTALI PE 64286 DATE DNE DNE NN 10/14/2025 WARNING: BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE.

Plotted - 10/14/2025 10:10:38 AM :: Saved - 10/13/2025 4:55:35 PM :: J:\OC\2BEV020510\CADD\Design\Sheets\BEV-SS-03-07.dwg :: daisy.emano STATE OF CAL I FORN I A REGISTERED PROFESSIONAL ENGI NEERA R I E F N A F T A L INo. 64286 C I V I L 18 N ROBERTSON S ROBERTSON N ARNAZ DR. S ARNAZ DR. N HAMEL DR. S HAMEL DR. WILSHIRE BLVD SPEED LIMIT - 25MPH MATCH LINE SEE BOTTOM LEFT MATCH LINE SEE SHEET 5 S WILLIAMAN DR. N WILLIAMAN DR. N CARSON RD. S CARSON RD. N STANLEY DR. S STANLEY DR.

MATCH LINE SEE ABOVE RIGHTWILSHIRE BLVD SPEED LIMIT - 25MPH SCALE: 1"=40' LEGEND: SIGNALIZED INTERSECTION EXISTING SIGNS PROPOSED STRIPING & MARKINGS S COLDMILL & OVERLAY PCC SIDEWALK FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT WILSHIRE BLVD. STREET IMPROVEMENTS SIGNING, STRIPING, & PAVEMENT REHABILITATION CITY OF BEVERLY HILLS CLARK DR. TO STANLEY DR. 6 SIGNING AND STRIPING NOTES: PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARD PLANS A24A TO A24H. 1 PAINT 50 L.F. 6" SOLID WHITE LANE LINE WITH TYPE "G" RPM'S AT EACH END OF LINE, UNLESS OTHERWISE SHOWN. 2 PAINT 12" WHITE LIMIT LINE AS SHOWN PER CALTRANS STANDARD PLAN A24G. 3 PAINT 8" WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. 38 PAINT 6" WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. 9 PAINT 6" DOUBLE YELLOW CENTER LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. 22 PAINT 6" DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. 29 PAINT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (WIDTH PER PLAN). 4 INSTALL DETECTOR LOOP(S) AS SHOWN PER CITY OF BEVERLY HILLS STANDARD PLAN BH 401. LSC SPLICE NEW TO EXISTING CONDUCTORS. PAINT 6" WHITE LANE LINE EXTENSION THROUGH INTERSECTION PER CALTRANS STANDARD PLAN A20D, DETAIL 40. 40 PAINT 4" WHITE PARKING STALLS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 601. 6 PAINT 6" WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. 39AA PAINT BIKE LANE DROP PER DETAIL A. CONSTRUCTION NOTES 1 ADJUST UTILITY TO FINISHED GRADE (AS NOTED). CONSTRUCT A 1-FOOT-WIDE BLACK-DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REMOVE AND REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITHIN PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC-RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. 2 PROTECT IN PLACE, AS SHOWN ON PLANS. 3 COLDMILL 2" OF EXISTING PAVEMENT AND CONSTRUCT 2" DEPTH ASPHALT RUBBER OVERLAY PER CITY OF BEVERLY HILLS STANDARD PLAN BH 115. 4 REMOVE AND RECONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STANDARD PLAN BH 107. 6 REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION. CONSTRUCT 8" HMA OVER 6" CMB. 8 CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STANDARD PLAN BH 103. (CASE PER PLAN). CONTRACTOR SHALL RELOCATE OR ADJUST TO GRADE THE EXISTING SURFACE UTILITIES. 10 RECONSTRUCT CATCH BASIN LOCAL DEPRESSION PER SPPWC STANDARD PLAN 313-4. 7 CONSTRUCT CONCRETE BUS PAD PER SPPWC STANDARD PLAN 131-3. PAINT YELLOW CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (WIDTH PER PLAN). 4A STATE OF CAL I FORN I A REGISTERED PROFES IONAL ENGINEERA R I E F N A F T A L INo. 64286 C I V I L N ARNAZ DR. S ROBERTSON - HH g 2ss i • 56'X8'%:=2R66' . 4146' · Les4\t~ 7re% e R=266 7 :a- .» L=64' N HAMEL DR. i\ _. 1;:::sToP"'-. GA,.- - - - , _..- - "STOP" \ __."-1' .,.-::, pr-2F es±roe«@@ )~j WILSHIRE BLVD [" , -62' sgs sggt 1s ,%, ] vse7(] , wij,_ """ Sy FOR CURB 42'()10'(0) ± ± OR 4 z 7"z@" a 7e do. lo ; ;j s . · .· 1 TYPE IV (l) b 9 :JI--
-'--, ._ ., .:. -c-tt', .;: .•. · : .•. · .· -:0 ·: ·. =··.-c0· · .·· .. · ·· .. · . ·.· ' "'• 0"'- .-, .,.-,ri .• cl . .· · .. · · . ·:v.·· ·. ,· -c;_ ·..c..·· .· . .·. : . · ·. 1·50• •.•·s· . (. TYP:.).-i. 06 .: - ·.·.·.·· .. 1_3.·::?7 .. :>050'TYP· . . E•.•1v .. (L. ) · - -·@.. : ;. 2 50 - --.!=.-_. .- -.--_. :66;__.·:· ··- · - - :--- --:::,.J ·. . · :. ·: ·:. : . · .· - . - 3 - - .-' _:] @) s)iis' @r g 2)50':_:.()o7'@ @)(TY.) ~FENNG ssMH. f ? prYPEv-(L)@2)50 ·1 -= :OPENING__ e :" _.. sbi'1 A' @ > sis - QnPv:(t @s)77 ssi "E}w@) _ ev@@ _ s@2so_ev_ so <__? ·rs iv@y @zsr el @@ gE,. Ezs _ ' . : . · · - _ _ __ =- 1 50' '.3 . 1 TYPE 1V L) · .· . · . TYPE IV {L) 1 . · %so: -_ _ . IV (1.) 1 - .;:.· . --,--,-;£--h""'-- liV'2-' •etEARi 1 50' 7 -.ipI=T l[5, ~':':'''sis·.':7'·Sc·jjj·)l <7 ' . a ; WV cs·n 1 8.l p ,~5y ?e » vocy] =[%. @ \ RO ~ii, ff ii/ %o~~t! t MW~ifjgr-zge ".ts erg.SR 3.ea.o6 a%% el @ ' kiri~us - i ' a' =s • s «szon svet on "KEEP" 1 SSMH "STOP" / l to "KEEP" - io CLEAR" . . . "" ii" zw@== st 3 -("STOP" N STANLEY DR. sag CASE 1 •· OPENING . i . ·. iii• 11 · .· .· .··. ·.·· .. ·· . · .. ·(rn>l_®<C_ % 2SSMH 6 / EX. R31(S) (CA) .if A"i=».IE I' 2 WV TYPE iv (Lt1 <. . to - X. R10--7 8 CASE 4 (MOD) N CARSON RD. reg ug=Ee . · .: . · 2 3 WV .8 CASE 1 ... .,...-:j••'--..--a.l t&pf see l 1'wwio . - 4 CASE1�17' to « WILSHIRE BLVD -SPEED LIMIT - 25MPH 1 WV ) ~ CASE 1 ' ssMH 2 OF CASE 1 OR - • -_ - _d l SSMH ABANDONED UNDERGROUND 2 PEDESTRIAN WALKWAY S WILLIAMAN DR. S CARSON RD. S STANLEY DR. SIGNING AND STRIPING NOTES: DATE 6 10,14,2025 5 Hutton Centre Drive, Suite 300 Santo Ano, CA 92707 (714) 751-7373 ARIEF NAFTALI PE 64286 PSOMAS SCALE: 1"=40' PROPOSED STRIPING & MARKINGS EXISTING SIGNS SIGNALIZED INTERSECTION COLDMILL & OVERLAY PCC SIDEWALK FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT - LEGEND: CONSTRUCTION NOTES (1) ADJUST UTILITY TO FINISHED GRADE (AS NOTED). CONSTRUCT A 1--FOOT--WIDE BLACK--DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REMOVE AND REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITHIN PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC--RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. (2) PROTECT IN PLACE, AS SHOWN ON PLANS. (3) COLDMILL 2" OF EXISTING PAVEMENT AND CONSTRUCT 2" DEPTH ASPHALT RUBBER OVERLAY PER CITY OF BEVERLY HILLS STANDARD PLAN BH 115. 0 REMOVE AND RECONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STANDARD PLAN BH 107. (6) REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION. CONSTRUCT 8" HMA OVER 6" CMB. (j) CONSTRUCT CONCRETE BUS PAD PER SPPWC STANDARD PLAN 131-3. © CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STANDARD PLAN BH 103. (CASE PER PLAN). CONTRACTOR SHALL RELOCATE OR ADJUST TO GRADE THE EXISTING SURF ACE UTILITIES. @ RECONSTRUCT CATCH BASIN LOCAL DEPRESSION PER SPPWC STANDARD WARN PLAN 313--4. ING: BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE.
0 PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARD PLANS A24A TO A24H. (2) PAINT 50 LF. 6" SOLID WHITE LANE LINE WITH TYPE "G" Rey's AT EACH END OF LINE, UNLESS OTHERWISE SHOWN. ( PAINT 12" WHITE LIMIT LINE AS SHOWN PER CALTRANS U STANDARD PLAN A24G. ) PANT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (WIDTH PER PLAN). PAINT YELLOW CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (MDTH PER PLAN). PAINT 4" WHITE PARKING STAUS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 601. ( PAINT 6" WHITE LANE LINE PER CALTRANS STANDARD PLAN U A20A, DETAIL 9. PAINT 6" DOUBLE YELLOW CENTER LINE PER CALTRANS STANDARD PLAN A2OA, DETAIL 22. () PAINT 6" DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. @) PAINT 8" WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. @) PAINT 6" WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. @) PAINT 6" WHITE LANE LINE EXTENSION THROUGH INTERSECTION PER CALTRANS STANDARD PLAN A20D, DETAIL 40. (D INSTALL DETECTOR LOOP(S) AS SHOWN PER CITY OF BEVERLY HILLS STANDARD PLAN BH 401. @?) SPLICE NEW TO EXISTING CONDUCTORS. @ PAINT BIKE LANE DROP PER DETAIL A. TWO WORKING DAYS BEFORE YOU DIG NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED Of INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Ct I0L RE 811 N ARNAZ DR.

S ROBERTSON
-
HH
g 2ss i
• 56'X8'%:=2R66' . 4146' · Les4\t~
7re%
e
R=266 7 :a- .»
L=64'
N HAMEL DR. i\ _. 1;:::sToP"'-. GA,.- - - - , _..- - "STOP" \ __."-1' .,.-::, pr-2F es±roe«@@ )~j WILSHIRE BLVD [" , -62' sgs sggt 1s ,%, ] vse7(] , wij,_ """ Sy FOR CURB 42'()10'(0) ± ± OR 4 z 7"z@" a 7e do. lo ; ;j
s
. · .· 1 TYPE IV (l) b 9 :JI--
-'--, ._ ., .:. -c-tt', .;: .•. · : .•. · .· -:0 ·: ·. =··.-c0· · .·· .. · ·· .. · . ·.· '
"'• 0"'
-
.
-
, .,.-,ri .• cl .
.· · .. · · . ·:v.·· ·. ,· -c;_ ·..c..·· .· . .·. : . · ·. 1·50• •.•·s· . (. TYP:.).-i. 06 .: - ·.·.·.··
.. 1_3.·::?7 .. :>050'TYP· . . E•.•1v .. (L. ) · - -·@.. : ;. 2 50 - --.!=.-_. .- -.--_. :66;__.·:· ··- · - - :--- --:::,.J ·. . · :. ·: ·:. : . · .· - . - 3 - - .-' _:] @) s)iis' @r g 2)50':_:.()o7'@ @)(TY.) ~FENNG ssMH. f ? prYPEv-(L)@2)50 ·1 -= :OPENING__ e :" _.. sbi'1 A' @ > sis - QnPv:(t @s)77 ssi "E}w@) _ ev@@ _ s@2so_ev_ so <__? ·rs iv@y @zsr el @@ gE,. Ezs _
' . : . · ·
- _ _ __
=- 1 50' '.3 . 1 TYPE 1V L) · .· . · . TYPE IV {L) 1 . · %so: -_ _ . IV (1.) 1 - .;:.· . --,--,-;£--h""'-- liV'2-' •etEARi 1 50' 7 -.ipI=T l[5, ~':':'''sis·.':7'·Sc·jjj·)l <7 ' . a ; WV cs·n 1 8.l p ,~5y ?e » vocy] =[%. @ \ RO ~ii, ff ii/ %o~~t! t MW~ifjgr-zge ".ts erg.SR 3.ea.o6 a%% el @ ' kiri~us - i ' a' =s • s «szon svet on "KEEP"
1 SSMH
"STOP"
/ l
to "KEEP"
-
io
CLEAR" . . . "" ii" zw@== st 3
-("STOP"
N STANLEY DR.
sag
CASE 1
•· OPENING
. i . ·. iii• 11 · .· .· .··. ·.·· .. ·· . · .. ·(rn>l_®<C_ %
2SSMH 6
/
EX. R31(S) (CA) .if
A"i=».IE I'
2 WV
TYPE iv (Lt1
<. . to - X. R10--7
8 CASE 4 (MOD)
N CARSON RD.
reg ug=Ee . · .: . · 2 3 WV .8 CASE 1 ... .,...-:j••'--..--a.l t&p
f
see l 1'wwio . -
4 CASE1�
17' to
«

WILSHIRE BLVD
-SPEED LIMIT - 25MPH
1 WV )
~
CASE 1
' ssMH
2 OF CASE 1 OR
- • -_ - _d l SSMH ABANDONED UNDERGROUND 2 PEDESTRIAN WALKWAY S WILLIAMAN DR. S CARSON RD. S STANLEY DR.

SIGNING AND STRIPING NOTES:

DATE
6 10,14,2025
5 Hutton Centre Drive, Suite 300
Santo Ano, CA 92707 (714) 751-7373
ARIEF NAFTALI PE 64286
PSOMAS
SCALE: 1"=40'

PROPOSED STRIPING & MARKINGS EXISTING SIGNS SIGNALIZED INTERSECTION COLDMILL & OVERLAY PCC SIDEWALK FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT -
LEGEND:

CONSTRUCTION NOTES
(1) ADJUST UTILITY TO FINISHED GRADE (AS NOTED). CONSTRUCT A 1--FOOT--WIDE BLACK--DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REMOVE AND REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITHIN PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC--RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. (2) PROTECT IN PLACE, AS SHOWN ON PLANS. (3) COLDMILL 2" OF EXISTING PAVEMENT AND CONSTRUCT 2" DEPTH ASPHALT RUBBER OVERLAY PER CITY OF BEVERLY HILLS STANDARD PLAN BH 115.
0 REMOVE AND RECONSTRUCT CURB AND GUTTER PER CITY OF
BEVERLY HILLS STANDARD PLAN BH 107. (6) REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION. CONSTRUCT 8" HMA OVER 6" CMB. (j) CONSTRUCT CONCRETE BUS PAD PER SPPWC STANDARD PLAN 131-3. © CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STANDARD PLAN BH 103. (CASE PER PLAN). CONTRACTOR SHALL RELOCATE OR ADJUST TO GRADE THE EXISTING SURF ACE UTILITIES. @ RECONSTRUCT CATCH BASIN LOCAL DEPRESSION PER SPPWC STANDARD WARN PLAN 313--4. ING:

BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE. 0 PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARD PLANS A24A TO A24H. (2) PAINT 50 LF. 6" SOLID WHITE LANE LINE WITH TYPE "G" Rey's AT EACH END OF LINE, UNLESS OTHERWISE SHOWN. ( PAINT 12" WHITE LIMIT LINE AS SHOWN PER CALTRANS U STANDARD PLAN A24G. ) PANT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (WIDTH PER PLAN). PAINT YELLOW CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (MDTH PER PLAN). PAINT 4" WHITE PARKING STAUS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 601. ( PAINT 6" WHITE LANE LINE PER CALTRANS STANDARD PLAN U A20A, DETAIL 9. PAINT 6" DOUBLE YELLOW CENTER LINE PER CALTRANS STANDARD PLAN A2OA, DETAIL 22. () PAINT 6" DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. @) PAINT 8" WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. @) PAINT 6" WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. @) PAINT 6" WHITE LANE LINE EXTENSION THROUGH INTERSECTION PER CALTRANS STANDARD PLAN A20D, DETAIL 40. (D INSTALL DETECTOR LOOP(S) AS SHOWN PER CITY OF BEVERLY HILLS STANDARD PLAN BH 401. @?) SPLICE NEW TO EXISTING CONDUCTORS. @ PAINT BIKE LANE DROP PER DETAIL A. TWO WORKING DAYS BEFORE YOU DIG NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED Of INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Ct I0L RE 811 STOP
12'
S
14' 10' 10' 11'
6'
7'
10' 10' 11' 6' 7'
9 (TYP.) 39 (TYP.) 39 (TYP.)
3 (TYP.) 2 50'
9 (TYP.) 1 TYPE IV (L) 38 93' 38 100' 39 (TYP.)
4 50'
2 39 39A AA 39A AA 10 39A AA 39A AA
4 90'
4 40' JOIN
4 3A 65'
4 (TYP.) 1 (TYP.) 1
4 1 TYPE VI CITY OF LOS ANGELES CITY OF BEVERLY HILLS SEE SHEET 14 FOR CURB RAMP DETAILS SEE SHEET 14 FOR CURB RAMP DETAILS SEE SHEET 14 FOR CURB RAMP DETAILS SEE SHEET 14 FOR CURB RAMP DETAILS (TYP.) 1 (TYP.) 1 MH 1 12' 41 84'
12'
13' 10' 11' 6' 7'
12' SEE TRAFFIC SIGNAL PLAN ON SHEET 18 FOR LOOP INSTALLATION SEE TRAFFIC SIGNAL PLAN ON SHEET 18 FOR LOOP INSTALLATION 10 12' 4' S
939 223'38 (TYP.) 1 50' 2
3 50'
4 50' 2 51' 39 49' 39 (TYP.) 9 39A AA 39A AA 137'39 39A AA 38 11 JOIN 4 3A CITY OF LOS ANGELES CITY OF BEVERLY HILLS SEE SHEET 13 FOR CURB RAMP DETAILS (TYP.) 1 12'
10' 10' 11' 6' 7' 12'
10' 10' 11' 6' 7' 12'
LSC (TYP.) 1C R=80'40B 1C 31'40B 25'40B
1 YIELD LINE TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert O B
CALL
EF Call: TOLL FREE
RE 811
U DI G
YO NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. CITY OF BEVERLY HILLS, CALIFORNIA DATE REVISION BY CIVIL ENGINEERING DEPARTMENT DATE DATE DATE SCALE AS SHOWN DRAWN DESIGNED F.B. NO. CHECKED PAGE TO APPROVED JOB NO. SUBMITTED PROJECT: DATE DRAWING NO. SHEET OF DATE SHEET (714) 751-7373 Santa Ana, CA 927075 Hutton Centre Drive, Suite 300 ARIEF NAFTALI PE 64286 DATE DNE DNE NN 10/14/2025 WARNING: BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE.

Plotted - 10/14/2025 10:26:17 AM :: Saved - 10/14/2025 10:19:58 AM :: J:\OC\2BEV020510\CADD\Design\Sheets\BEV-SS-03-07.dwg :: daisy.emano STATE
OF

CAL I FORN I A

REGISTERED
PROF
E
S

SIONAL ENGI NEER

A R I E
F
N
A
F
T A L INo. 64286 C I V I L 18 MATCH LINE SEE SHEET 8
MATCH LINE SEE ABOVE RIGHT CLIFTON WAY N HAMILTON DR. N GALE DR. N GALE DR. WILSHIRE BLVD. SAN VICENTE BLVD SPEED LIMIT = 35MPH SAN VICENTE BLVD SPEED LIMIT = 35MPH SCALE: 1"=40' LEGEND: SIGNALIZED INTERSECTION EXISTING SIGNS PROPOSED STRIPING & MARKINGS S COLDMILL & OVERLAY PCC SIDEWALK FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT 6TH ST. SIGNING AND STRIPING NOTES: PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARD PLANS A24A TO A24H. 1 PAINT 50 L.F. 6" SOLID WHITE LANE LINE WITH TYPE "G" RPM'S AT EACH END OF LINE, UNLESS OTHERWISE SHOWN. 2 PAINT 12" WIDE WHITE LIMIT LINE AS SHOWN PER CALTRANS STANDARD PLAN A24G.3 PAINT 8" WHITE CHANNELIZING LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. 38 PAINT 6" WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. 9 PAINT 6" DOUBLE YELLOW CENTER LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. 22 PAINT 4" WHITE PARKING STALLS PER CITY OF BEVERLY HILLS STD. DRWAING 601 6 PAINT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602.4 PAINT 6" DOUBLE YELLOW CENTER LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. 23 MATCH LINE SEE SHEET 9 SAN VICENTE BLVD. STREET IMPROVEMENTS SIGNING, STRIPING, & PAVEMENT REHABILITATION CITY OF BEVERLY HILLS CLIFTON WAY TO WILSHIRE BLVD. 7 BIKE LANE AT CONFLICT ZONE 4' TYP. 6" WHITE THERMO O.C. 5' MIN. 6" WHITE 6" WHITE 6" WHITE THERMO, DETAIL 39A 8' GAP PREMARK "BIKE LANE GREEN", VIZIGRIP AS MANUFACTURED BY ENNIS-FLINT OR APPROVED EQUAL DETAIL A NTS 11 PAINT 12" WHITE CHEVRON AT 45 DEGREE @ 25' O.C. PAINT WHITE 6" BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. 39AAA FOR BIKE LANE DROP, PER DETAIL A, SEE HEREON.

MATCH LINE
SEE BELOW LEFT PAINT 8" WHITE DIAGONAL STRIPING AT 45 DEGREES AT 7' SPACING. 10 PAINT WHITE 6" BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. 39 CONSTRUCTION NOTES 1 ADJUST UTILITY TO FINISHED GRADE (AS NOTED). CONSTRUCT A 1-FOOT-WIDE BLACK-DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REMOVE AND REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITHIN PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC-RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. 2 PROTECT IN PLACE, AS SHOWN ON PLANS. 3A COLDMILL 2" OF EXISTING PAVEMENT AND CONSTRUCT 2" DEPTH HMA OVERLAY. 4 REMOVE AND RECONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STANDARD PLAN BH 107. 6 REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION. CONSTRUCT 8" HMA OVER 6" CMB. 8 CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STANDARD PLAN BH 103. (CASE PER PLAN). CONTRACTOR SHALL RELOCATE OR ADJUST TO GRADE THE EXISTING SURFACE UTILITIES. 10 RECONSTRUCT CATCH BASIN LOCAL DEPRESSION PER SPPWC STANDARD PLAN 313-4.7 CONSTRUCT CONCRETE BUS PAD PER SPPWC STANDARD PLAN 131-3. 120"
112" WHITE GREEN
72" 72" 40" SHARED LANE PAVEMENT MARKING NOTES: 1. STANDARD SHARED LANE PAVEMENT MARKING. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR MORE INFORMATION. 2. ALL MARKINGS ARE THERMOPLASTIC. DETAIL D NTS SHARED LANE PAVEMENT MARKING 1C PAINT PAVEMENT MARKING PER DETAIL D. INSTALL DETECTOR LOOP(S) AS SHOWN PER CITY OF BEVERLY HILLS STANDARD PLAN BH 401. LSC SPLICE NEW TO EXISTING CONDUCTORS. PAINT 6" DOUBLE YELLOW CENTER LINE EXTENTION THROUGH INTERSECTION PER CALTRANS STD. PLAN A20D, DETAIL 41. 41 PAINT 6" YELLOW LANE LINE EXTENSION THROUGH INTERSECTION PER CALTRANS STD. PLAN A20D, DETAIL 40. 40B STATE
OF

CAL I FORN I A

REGISTERED
PROF
E

S IONAL ENGINEER

A R I E
F
N
A
F
T A L INo. 64286 C I V I L This sharrow shall be
7' wide to matchadjacent sharrows.
5' wide bike lane conflictzone 2.5" 2.5"
.- .
.
'
· ··O··
.- . . -
S
EE TR

AFFIC SIGNAL
PLAN
ON
S
H
E
ET 18
FOR

LOOP IN
S
TAL
L
ATION
)
--= =n

CITY OF
L
OS
A
N
G
ELES
. .m ... t - &-.

E
R. . ---.-,..

S
EE TR
A
FFIC
SIG
N
AL
PL
AN
ON
S
H
E
ET 18
F
OR
o
oP mv
s
rAL
A
T
ON
.ea=sfea
=s .
•
•.s
e
t
s• mc','%
S
EE
S
H
E
ET 14
F
O
R
"-'--,=- - -
='--'- t'-'
-
-
S'.:;E:;E HS E E T 1:'.4:1;::OF ;:;R;- .· · cu f'
-
"D·TAM
LS · ·.
d
-
7l ' C
U
RB
R
A
MP
D
E
T
AILS _e@ii
MH 1
S
·
EE
S
i
H
E
i
ET
e
'~
14 ~
t
FOR
is \
l CU
RB
R
A
MP
D
E
TAl? d lilt.sad.Ai
»do @Eu
l
le.I A-l
-j
•
C
LIFT
ON
W
AY N
H
A
MIL
T
ON
D
R.

N
G
A
LE
D
R.

DATE
10,14,2
0 25
7 5 Hutton Centre Drive, Suite 300
Santo Ano, CA 92707 (714) 751-
7373
A

RIEF NAFT
ALI PE 64286
P
CC
SID
E
W
A
LK
F
ULL
D
E
PTH
A
S
P
HALT
P
AVE
M
E
NT
B
US
P
AD
S
A
W
C
UT
P
R
O
P
O
S
ED

STRIPING &
M
A
R
KIN
GS
E
XISTI
NG
SIG
NS
SIG
N
ALI
Z
ED IN
T
E
R
S
E
C
TION
P
S
O
M
AS
-
p
[ _]
C
O
L
DMI
LL &
OVE
R
L
AY
•
... ;,: . , , .

I I
,
a all
WIL
S
HIRE
B
L
V
D.

L
E
G
E
ND:

S
CAL
E: 1"
=
4 0'
C
O
N
STR
U
CT
C
O
N
C
R
E
TE
B
US
P
AD
P
ER
S
P
P
WC
S
T
A
N
D
A
RD
P
L
AN
131-

3. A
D
J
U
ST
U
TILITY
TO
FINIS
H
ED
G
R
A
DE (AS
N
OTE
D). C
O
N
STR
U
CT A
1-
F
O
O
T--WI
DE
B
L
A
C
K--
DYED
C
O
N
C
R
ETE
COL
L
AR
A
ROU
ND
A
LL CI
TY
S
EWER
A
ND
S
T
O
RM
D
RAIN
M
A
N
HOL
ES.

R
E
M
OVE
A
ND
R
E
P
L
A
CE
ALL
W
ATER
VALVE
C
OVE
R
S, B
O
X
E
S, S
L
E
EVE
S, A
ND
COL
L
A

RS WITHIN
P
AVE
M
E
NT
R
E
H
A
BILIT
ATI
ON LI
MITS
WTH
N
EW TR
A
F
FIC--
R
ATED
C
H
RIS
TY
P
R
E
C
A
ST
VALVE
B
O
X
ES
P
ER
CITY
S
P
E
CIFIC
ATI
O
N
S.

P
R
OTE
CT IN
P
L
A
C
E, AS
S
H
O
WN
ON
P
L
A
N
S.

C
O
L
D
MILL2"
OF EXI
STI
NG
P
AVE
M
E
NT
A
ND
C
O
N
STR
U
CT 2"
D
E
PTH
H
MA
OVE
R
L
AY. F
0 C
O
N
STR
U
CT
C
U
RB
R
A
MP
P
ER
CITY
OF
B
EVE
R
LY
HIL
LS
S
T
A
N
D
A
RD
P
L
AN
BH
10 3. (C
A
SE
P
ER
P
L
A
N),
C
O
NTR
A
C
T
OR
S
H
A
LL
R
E
L
O
C
ATE
OR
A
D
J
U
ST
TO
G
R
A
DE THE
EXI
STI
NG
S
U
R
F
A
CE

UTILITI
ES.
@
R
E
C
O
N
S
T
R
U
CT
C
A
T
CH
B
A
SIN LO
C
AL
D
E
P
R
E
S
SION
P
ER
S
P
P
WC
S
T
A
N
D
A
RD
P
L
AN
313--
4,
0 @ 0
R
E
M
OVE
A
ND
R
E
C
O
N
STR
U
CT
C
U
RB
A
ND
G
UTT
ER
P
ER
CITY
OF
B
EVE
R
LY
HIL
LS
S
T
A
N
D
A
RD
P
L
AN
BH 10

7. (6)
R
E
M

OVE EXI
STI
NG
A
S
P
HALT
P
AVE
M
E
NT
A
ND
B
A
SE
S
E
CTI
O
N.

C
O
N
STR
U
CT
8" HMA
OVER
6" C
M
B.

C
O
N
S
T
R
U
C
TION
N
O
T
ES
0 P
AINT
P
AVE
M
E
NT
M
A
R
KING
AS
S
H
O
WN
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
A
NS
A
2 4A
TO
A
2 4
H.
(i)
PAI
NT
P
AVE
M
E
NT
M
A
R
KING
P
ER
D
E
T
AIL
D.
(2)
PAI
NT
50 L
F. 6"
S

OLID WHITE LA
NE LI
NE
W
TH TYPE "G"
p
p
»'s
AT EA
CH END
OF LI
N
E, U
N
L
E
SS
O
T
H
E
RWI
SE
S
H
OWN.
(
P
AINT 12" WI

DE WHITE LIMIT LI
NE
AS
S
H
OWN
P
ER
CALTR
A
NS
U
S
T
A
N
D
A
RD
P
L
AN
A
2 4
G.
0 P

AINT WHITE
C
O
NTI
N
E
N
T
AL
C
R
O
S
S
W
A
LK
P
ER
CITY
OF
B
EVE
R
LY
HIL
LS
S
T
A
N
D
A
RD
P
L
AN
BH 60

2. (@)
PAI
NT
4" WHI
TE
P
A
R
KING
S
TAL
LS
P

ER CITY
OF
B
EVE
R

LY HILLS
STD. D
R
W
AING
6 01
(
PAI
NT
6" WHITE LA
NE LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
U
A
2 0
A, D
E
TAIL

9. (@)
PAI
NT
8" WHITE DI
A
G
O
NAL
STRI
PING
AT
45 D
E
G
R
E
ES
AT
7'
S
P
A
CIN
G. )
PAI
NT 12" WHITE
C
H
EVR
ON
AT
45 D
E
G
R
EE 6
2 5' 0.C.

PAI
NT
6"
D
O
U
B
LE YE
L
L
OW
C
E
N
T
ER LA
NE LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 O
A, D
E
T
AIL

22. (
PAI
NT
6"
D
O

UBLE YEL
L
OW
C
E
N
T
ER LA
NE LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 O
A, D
E
T
AIL

22. (
PAI
NT
8" WHITE
C
H
A
N
NELIZI
NG LA
NE LI
NE
P
ER
CALTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 O
D, D
E
TAIL
3 8. 39)
PAI

NT WHITE
6" BI
KE LA
NE LI
NE
P
ER
C
A
L
T
R
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 O
D, D
E
TAIL
3 9. (9
P

AINT WHITE
6"

BIKE LA
NE LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 0
D, D
E
TAIL
3 9
A. @})
PAI
NT
6" YELL
OW LA
NE LI
NE EX
T
E
NSI
ON TH
ROU
GH
INTE
R
S
E
CTI
ON
P
ER
CALTR
A
NS
STD. P
L
AN
A
2 O
D, D
E
TAIL
4 0. @)
PAI
NT
6"
D
O
U
B
LE YE
L
L
OW
C
E
N
T

ER LINE EXTE
NTI
ON TH
R
O
U
GH
INTE
R
S
E
CTI
ON
P
ER
C
A
LTR
A
NS
SID. P
L
AN
A
2 O
D, D
E
TAIL

41. @) FOR

BIKE LA
NE
D
R
O
P, P
ER
D
E
T
AIL
A. S
EE HE
R
E
O
N.
(_)
IN
S
T
A
LL
D
ETE
C
T
OR LO
O

P(S) AS
S
H
OWN
P

ER CITY
OF
B
EVE
R
LY
HIL
LS
S
T
A
N
D
A
RD
P
L
AN
BH
4 01.
s?)
S
P
LICE
N
EW

TO EXISTI
NG
C
O
N
D
U
CTO
R
S.

SI
G
NING
A
ND
S
TRIPI
NG
N
O
T
E
S:
6 TH
S
T.
rg] f
S
AN VI
C
ENTE
B
L
VD
S
P
E
ED
LIMIT = 35
M
PH
D
E
T
AIL D
k
± .
[
:]
SH
A
R
ED LA
NE PA
V
E
M
E
NT
M
A
R
KING
N
O
T
E
S:

1. ST
A
N
D
A
RD SH
A
R
ED LA
NE PA
V
E
M
E
NT
M
A
R
KIN
G. SEE
M
A
N
U
AL

ON UNIF
O
RM

TRAFFIC
C
O
N
T
R
OL
D
E
VIC
ES (M
U
T
C
D) FOR
M
O
RE
IN
F
O
R
M
A
TIO
N.

2. ALL MA
R
KIN
GS
A
RE
T
H
E
R
M
O
PLA
S
TIC.

S
H
A
R
ED
L
A
NE
P
A
V
E
M
E
NT
M
A
R
KING
S
EE SH
E
ET 13 FOR
C
U
RB
R
A
MP
D
E
T
AILS
D
E
T
AIL A
W
A
R
NIN
G:

BEF
O
RE ST
A
RTI
NG
W
O
RK

ON EXISTI
NG SE

RIES STR
EET
LI
GHTI
NG CI
R
C
UITS,
C
O
NTR
A
C
T
OR
M
U
ST
O
B

TAIN DAI
LY
SAFETY

CIRCUIT
CLE
A
R
A
N
CE FR

OM THE SERVI
NG UTILITY.

CU
T
-OUT PL
U
GS
M
U

ST BE PULLED
A
ND "M
EN
AT WO
RK"

SIGNS PO

STED BEFO
RE
A

NY WORK IS DO
NE
OR
C
O
N
N
E
CTIONS
M
A
DE.
4' TY
P.
i
JI -1
8' G
AP
N
G
A
LE
D
R.

BIKE
L
A
NE
AT
C
O
N
F
LICT
Z
O
NE
25'
31'
R
=
8 0'
1-.; . ;,;
= .
=
= :..:==:::::
- c:( 72t:;;38 1
j ==
=
=
=
b:"'==. ===
=
=
7 =
===
=
=
===: :'.".:::: .
:1: :·:;-. · ·
·.c
-. .
-,..jt--:
3:-".-:-:- , .--=, .
;;:;:::· :..::..:
=
=
= Cj'TYIuOFit LOS
A
N
G
E
L
E
fst::
=::...:::...:==
=
=-=
-..---::-:-::-:
:
-
-
-
:
:
:_.--:.c::- .
.
- ·r ·
.. --= .
- 1 Yl R :::;
...

D
.:-;il:;;:N;:E::=
..
-'= =- .... · · == .
·:c.1:-;;:::::::::
-
i
i
_
di +a#{
g
s
@=
de = -7. = = 1 @
%A__
s
.
__
@@}
&@ •
&
8,
±
sh
i
ii ii
ii
ii
i
ii
si
, -
-
-
-- -
- , - , ,c ]
- r - -_
-;;;,-
-
r::n
•-:. :� • •
P
R
E
M
A
RK "BIKE LA
NE
G
R
E
E
N", VMZI
G
RIP
AS
M
A
N
U
F
A
CTU
R
ED
BY EN
NIS--
FLI
NT
OR
A
P
P
R
OVED
E
Q
U
A
L"

TWO WORKING DAYS BEFORE

YOU DIG
NO

WORK SHALL BE DONE

ON THIS SITE

UNTIL BELOW
A
GENCY IS NOTIFIED Of

INTENTI

ON TO GR
ADE
OR EX
C
A
V
ATE.

U
n
d
erground
S
ervice
Alert
Ct I0L
RE
8 11
O 0NV ci ~
.- .
.
'
· ··O··
.- . . -
S
EE TR

AFFIC SIGNAL
PLAN
ON
S
H
E
ET 18
FOR

LOOP IN
S
TAL
L
ATION
)
--= =n

CITY OF
L
OS
A
N
G
ELES
. .m ... t - &-.

E
R. . ---.-,..

N
G
A
LE
D
R.

DATE
10,14,2
0 25
7 5 Hutton Centre Drive, Suite 300
Santo Ano, CA 92707 (714) 751-
7373
A

RIEF NAFT
ALI PE 64286
P
CC
SID
E
W
A
LK
F
ULL
D
E
PTH
A
S
P
HALT
P
AVE
M
E
NT
B
US
P
AD
S
A
W
C
UT
P
R
O
P
O
S
ED

STRIPING &
M
A
R
KIN
GS
E
XISTI
NG
SIG
NS
SIG
N
ALI
Z
ED IN
T
E
R
S
E
C
TION
P
S
O
M
AS
-
p
[ _]
C
O
L
DMI
LL &
OVE
R
L
AY
•
... ;,: . , , .

I I
,
a all
WIL
S
HIRE
B
L
V
D.

L
E
G
E
ND:

S
CAL
E: 1"
=
4 0'
C
O
N
STR
U
CT
C
O
N
C
R
E
TE
B
US
P
AD
P
ER
S
P
P
WC
S
T
A
N
D
A
RD
P
L
AN
131-

3. A
D
J
U
ST
U
TILITY
TO
FINIS
H
ED
G
R
A
DE (AS
N
OTE
D). C
O
N
STR
U
CT A
1-
F
O
O
T--WI
DE
B
L
A
C
K--
DYED
C
O
N
C
R
ETE
COL
L
AR
A
ROU
ND
A
LL CI
TY
S
EWER
A
ND
S
T
O
RM
D
RAIN
M
A
N
HOL
ES.

R
E
M
OVE
A
ND
R
E
P
L
A
CE
ALL
W
ATER
VALVE
C
OVE
R
S, B
O
X
E
S, S
L
E
EVE
S, A
ND
COL
L
A

RS WITHIN
P
AVE
M
E
NT
R
E
H
A
BILIT
ATI
ON LI
MITS
WTH
N
EW TR
A
F
FIC--
R
ATED
C
H
RIS
TY
P
R
E
C
A
ST
VALVE
B
O
X
ES
P
ER
CITY
S
P
E
CIFIC
ATI
O
N
S.

P
R
OTE
CT IN
P
L
A
C
E, AS
S
H
O
WN
ON
P
L
A
N
S.

7. (6)
R
E
M

OVE EXI
STI
NG
A
S
P
HALT
P
AVE
M
E
NT
A
ND
B
A
SE
S
E
CTI
O
N.

C
O
N
STR
U
CT
8" HMA
OVER
6" C
M
B.

OLID WHITE LA
NE LI
NE
W
TH TYPE "G"
p
p
»'s
AT EA
CH END
OF LI
N
E, U
N
L
E
SS
O
T
H
E
RWI
SE
S
H
OWN.
(
P
AINT 12" WI

DE WHITE LIMIT LI
NE
AS
S
H
OWN
P
ER
CALTR
A
NS
U
S
T
A
N
D
A
RD
P
L
AN
A
2 4
G.
0 P

AINT WHITE
C
O
NTI
N
E
N
T
AL
C
R
O
S
S
W
A
LK
P
ER
CITY
OF
B
EVE
R
LY
HIL
LS
S
T
A
N
D
A
RD
P
L
AN
BH 60

2. (@)
PAI
NT
4" WHI
TE
P
A
R
KING
S
TAL
LS
P

ER CITY
OF
B
EVE
R

LY HILLS
STD. D
R
W
AING
6 01
(
PAI
NT
6" WHITE LA
NE LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
U
A
2 0
A, D
E
TAIL

9. (@)
PAI
NT
8" WHITE DI
A
G
O
NAL
STRI
PING
AT
45 D
E
G
R
E
ES
AT
7'
S
P
A
CIN
G. )
PAI
NT 12" WHITE
C
H
EVR
ON
AT
45 D
E
G
R
EE 6
2 5' 0.C.

PAI
NT
6"
D
O
U
B
LE YE
L
L
OW
C
E
N
T
ER LA
NE LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 O
A, D
E
T
AIL

22. (
PAI
NT
6"
D
O

UBLE YEL
L
OW
C
E
N
T
ER LA
NE LI
NE
P
ER
C
A
LTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 O
A, D
E
T
AIL

22. (
PAI
NT
8" WHITE
C
H
A
N
NELIZI
NG LA
NE LI
NE
P
ER
CALTR
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 O
D, D
E
TAIL
3 8. 39)
PAI

NT WHITE
6" BI
KE LA
NE LI
NE
P
ER
C
A
L
T
R
A
NS
S
T
A
N
D
A
RD
P
L
AN
A
2 O
D, D
E
TAIL
3 9. (9
P

AINT WHITE
6"

ER LINE EXTE
NTI
ON TH
R
O
U
GH
INTE
R
S
E
CTI
ON
P
ER
C
A
LTR
A
NS
SID. P
L
AN
A
2 O
D, D
E
TAIL

41. @) FOR

BIKE LA
NE
D
R
O
P, P
ER
D
E
T
AIL
A. S
EE HE
R
E
O
N.
(_)
IN
S
T
A
LL
D
ETE
C
T
OR LO
O

P(S) AS
S
H
OWN
P

ER CITY
OF
B
EVE
R
LY
HIL
LS
S
T
A
N
D
A
RD
P
L
AN
BH
4 01.
s?)
S
P
LICE
N
EW

TO EXISTI
NG
C
O
N
D
U
CTO
R
S.

SI
G
NING
A
ND
S
TRIPI
NG
N
O
T
E
S:
6 TH
S
T.
rg] f
S
AN VI
C
ENTE
B
L
VD
S
P
E
ED
LIMIT = 35
M
PH
D
E
T
AIL D
k
± .
[
:]
SH
A
R
ED LA
NE PA
V
E
M
E
NT
M
A
R
KING
N
O
T
E
S:

1. ST
A
N
D
A
RD SH
A
R
ED LA
NE PA
V
E
M
E
NT
M
A
R
KIN
G. SEE
M
A
N
U
AL

ON UNIF
O
RM

TRAFFIC
C
O
N
T
R
OL
D
E
VIC
ES (M
U
T
C
D) FOR
M
O
RE
IN
F
O
R
M
A
TIO
N.

2. ALL MA
R
KIN
GS
A
RE
T
H
E
R
M
O
PLA
S
TIC.

S
H
A
R
ED
L
A
NE
P
A
V
E
M
E
NT
M
A
R
KING
S
EE SH
E
ET 13 FOR
C
U
RB
R
A
MP
D
E
T
AILS
D
E
T
AIL A
W
A
R
NIN
G:

BEF
O
RE ST
A
RTI
NG
W
O
RK

ON EXISTI
NG SE

RIES STR
EET
LI
GHTI
NG CI
R
C
UITS,
C
O
NTR
A
C
T
OR
M
U
ST
O
B

TAIN DAI
LY
SAFETY

CIRCUIT
CLE
A
R
A
N
CE FR

OM THE SERVI
NG UTILITY.

CU
T
-OUT PL
U
GS
M
U

ST BE PULLED
A
ND "M
EN
AT WO
RK"

SIGNS PO

STED BEFO
RE
A

NY WORK IS DO
NE
OR
C
O
N
N
E
CTIONS
M
A
DE.
4' TY
P.
i
JI -1
8' G
AP
N
G
A
LE
D
R.

TWO WORKING DAYS BEFORE

YOU DIG
NO

WORK SHALL BE DONE

ON THIS SITE

UNTIL BELOW
A
GENCY IS NOTIFIED Of

INTENTI

ON TO GR
ADE
OR EX
C
A
V
ATE.

U
n
d
erground
S
ervice
Alert
Ct I0L
RE
8 11
O 0NV ci ~

CITY OF LOS ANGELES CITY OF BEVERLY HILLS STOP
HUMP
HUMP
HUMP
HUMP
HUMP
14'
10'
10'
11' 6'
7' MH (TYP.)
38 100'
39 (TYP.) 10
39A
AA
39A
4 3A 90' 1 "HUMP" 1 "HUMP" 1 "HUMP" 1 "HUMP" 1 "HUMP" 1 4 5A 5A SEE SHEET 14 FOR CURB RAMP DETAILS SEE SHEET 14 FOR CURB RAMP DETAILS 5B 5B 1 (TYP.) 36' 12' 12'
36' 12' 12'
12' INSTALL W17-1 W13-1(25)
INSTALL W17-1 W13-1(25) INSTALL W17-1 W13-1(25)
INSTALL W17-1 W13-1(25)
INSTALL W17-1 W13-1(25) 12' 4 SEE SHEET 14 FOR CURB RAMP DETAILS STOP
HUMP
HUMP
HUMP
HUMP
HUMP 12' 105'22 4'
TYPE IV (R)1 3A 4 "STOP" 13 "HUMP" 1 "MPH" 1 "HUMP" 1 "HUMP" 1 "HUMP" 1 "HUMP" 1 JOIN REMOVE EX. R29 (CA) W8-1 W13-1P EX. R1-1 5 5 5 3A 12 6'X19' 1 WV 36' 12' 12'
36' 12' 12'
36' 12' 12'INSTALL W17-1 W13-1(25)
INSTALL W17-1 W13-1(25) REMOVE W8-1 W13-1(25)
REMOVE W8-1 W13-1(25)
INSTALL W17-1 W13-1(25)
INSTALL W17-1 W13-1(25)
INSTALL W17-1 W13-1(25) TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert O B CALL EF Call: TOLL FREE RE 811 U DI G YO NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. CITY OF BEVERLY HILLS, CALIFORNIA DATE REVISION BY CIVIL ENGINEERING DEPARTMENT DATE DATE DATE SCALE AS SHOWN DRAWN DESIGNED F.B. NO. CHECKED PAGE TO APPROVED JOB NO. SUBMITTED PROJECT: DATE DRAWING NO. SHEET OF DATE SHEET (714) 751-7373 Santa Ana, CA 92707 5 Hutton Centre Drive, Suite 300 ARIEF NAFTALI PE 64286 DATE DNE DNE NN 10/14/2025 WARNING: BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE.

Plotted - 10/14/2025 10:10:46 AM :: Saved - 10/13/2025 4:55:35 PM :: J:\OC\2BEV020510\CADD\Design\Sheets\BEV-SS-03-07.dwg :: daisy.emano STATE OF CAL I FORN I A REGISTERED PROFESSIONAL ENGI NEERA R I E F N A F T A L INo. 64286 C I V I L 18 SCALE: 1"=40' MATCH LINE SEE SHEET 7

MATCH LINE SEE BOTTOM LEFT
MATCH LINE SEE ABOVE RIGHT N HAMILTON DRIVE SPEED LIMIT = 25MPH S HAMILTON DRIVE SPEED LIMIT = 25MPH WILSHIRE BLVD. GREGORY WAY N HAMILTON DRIVE SPEED LIMIT = 25MPH LEGEND: SIGNALIZED INTERSECTION EXISTING SIGNS PROPOSED STRIPING & MARKINGS S COLDMILL & OVERLAY PCC SIDEWALK FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT SIGNING AND STRIPING NOTES: RECONSTRUCT ASPHALT SPEED HUMP AND PAINT PAVEMENT MARKINGS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 603. 5 CONSTRUCTION NOTES: HAMILTON DRIVE STREET IMPROVEMENTS SIGNING, STRIPING, & PAVEMENT REHABILITATION CITY OF BEVERLY HILLS SAN VICENTE BLVD. TO GREGORY WAY 8 12 RECONSTRUCT LONGITUDINAL GUTTER PER CITY OF BEVERLY HILLS STANDARD PLAN BH 111. CONSTRUCT NEW ASPHALT SPEED HUMP AND PAINT PAVEMENT MARKINGS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 603. 5A REMOVE AND SALVAGE EXISTING SPEED-CUSHION AND DELIVER MATERIALS TO CITY YARD. 5B PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARD PLANS A24A TO A24H. 1 PAINT 12" WHITE LIMIT LINE AS SHOWN PER CALTRANS STANDARD PLAN A24G. 3 PAINT 6" DOUBLE YELLOW CENTER LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. 22 PAINT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (WIDTH PER PLAN). 4 1 ADJUST UTILITY TO FINISHED GRADE (AS NOTED). CONSTRUCT A 1-FOOT-WIDE BLACK-DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REMOVE AND REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITHIN PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC-RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. 3A COLDMILL 2" OF EXISTING PAVEMENT AND CONSTRUCT 2" DEPTH HMA OVERLAY. STATE OF CAL I FORN I A REGISTERED PROFES IONAL ENGINEERA R I E F N A F T A L INo. 64286 C I V I L INSTALL/ W17--1 W13-1(25) "HUMP" v : : · . : . ··-,.r7 .,...- . INSTALL W17--1 W1 -1(25)\ I • vs1Au F w7-i/ W13-1(25) +l'hill lll.• • HUMP" • ' , . . . . . . • - - N HAMIL TON DRIVE SPEED LIMIT • 25MPH INSTALL W17--1 W13-1(25) I "HUMP" 1 INSTALL/ W17--1 w13-1(25) - - MHe 1 %w . <.O . . ? l. SHEET 14 FOR CURB RAMP DETAILS L: - - a.z REMOVE INSTALL w8-1, w17-1 W13-1(25)"\ W, -1(25) ',i I I sac.rN oone SPEED LIMIT - 25MPH INSTALL W17--1 "HUMPt " ; w3-12sj , - ·r " is, g ·�· w-is» as -is» my -- "" rs= -i "MPH"·1 a 5 "HUMP" ; WILSHIRE BLVD. GREGORY WAY PAINT 12" WHITE LIMIT LINE AS SHOWN PER CALTRANS STANDARD PLAN A24G. LEGEND: 10,14,2025 5 Hutton Centre Drive, Suite 300 Santo Ano, CA 92707 PSOMAS (714) 751-7373 PROPOSED STRIPING &¢ MARKINGS EXISTING SIGNS SIGNALIZED INTERSECTION COLDMILL & OVERLAY PCC SIDEWALK FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT - 0 ADJUST UTILITY TO FINISHED GRADE (AS NOTED). CONSTRUCT A 1--FOOT-WIDE BLACK--DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REMOVE AND REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITHIN PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC--RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. (3A) COLDMILL 2" OF EXISTING PAVEMENT AND CONSTRUCT 2" DEPTH HMA OVERLAY. @ RECONSTRUCT LONGITUDINAL GUTTER PER CITY OF BEVERLY HILLS STANDARD PLAN BH 111. CONSTRUCTION NOTES: (, PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS U STANDARD PLANS A24A TO A24H. 0 0 PAINT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (WDTH PER PLAN). 17\ RECONSTRUCT ASPHALT SPEED HUMP AND PAINT PAVEMENT () MARKINGS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 603. a CONSTRUCT NEW ASPHALT SPEED HUMP AND PAINT PAVEMENT (5) MARKINGS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 603. ( REMOVE AND SALVAGE EXISTING SPEED-CUSHION AND DELIVER MATERIALS TO CITY YARD. @2) PAINT 6" DOUBLE YELLOW CENTER LINE PER CAL TRANS STANDARD PLAN A2OA, DETAIL 22. SIGNING AND STRIPING NOTES: 0 c 0 E 0 > 0 6 0 o ARIEF NAFTALI PE 64286 DATE FESS 75 NA b' - "I;" - z $/ 64286 [} cc o #= /vIl F cu NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED Of INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Ct I0L RE 811

TWO WORKING DAYS BEFORE YOU DIG
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE. SCALE: 1"=40' 8 INSTALL/
W17--1
W13-1(25) "HUMP"
v
: : ·
. : . ·
·
-,.r7 .,...- .

INSTALL
W17--1
W1 -1(25)\
I
•
vs1Au F
w7-i/
W13-1(25)
+l'hill lll.
•
•
HUMP" •
' , . . . . . . • -
-

N HAMIL TON DRIVE
SPEED LIMIT • 25MPH

INSTALL
W17--1
W13-1(25)
I
"HUMP" 1

INSTALL/
W17--1
w13-1(25)
- -
MHe 1
%w
. <.O . .
?
l. SHEET 14 FOR

CURB RAMP DETAILS
L:
- -
a.z

REMOVE INSTALL
w8-1, w17-1 W13-1(25)"\ W, -1(25) ',i I
I
sac.rN oone
SPEED LIMIT - 25MPH

INSTALL
W17--1 "HUMP
t
" ;
w3-12sj ,
-
·r " is, g ·�·
w-is» as -is» my
--
"" rs= -i
"MPH"·1 a
5 "HUMP" ;
WILSHIRE BLVD. GREGORY WAY
PAINT 12" WHITE LIMIT LINE AS SHOWN PER CALTRANS STANDARD PLAN A24G.

LEGEND:
10,14,2025
5 Hutton Centre Drive, Suite 300
Santo Ano, CA 92707 PSOMAS (714) 751-7373
PROPOSED STRIPING &¢ MARKINGS EXISTING SIGNS SIGNALIZED INTERSECTION COLDMILL & OVERLAY PCC SIDEWALK FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT -
0 ADJUST UTILITY TO FINISHED GRADE (AS NOTED). CONSTRUCT A 1--FOOT-WIDE BLACK--DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REMOVE AND REPLACE ALL

WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITHIN
PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC--RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. (3A) COLDMILL 2" OF EXISTING PAVEMENT AND CONSTRUCT 2" DEPTH HMA OVERLAY. @ RECONSTRUCT LONGITUDINAL GUTTER PER CITY OF BEVERLY HILLS STANDARD PLAN BH 111.

CONSTRUCTION NOTES:
(, PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS U STANDARD PLANS A24A TO A24H. 0 0 PAINT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (WDTH PER PLAN).
17\ RECONSTRUCT ASPHALT SPEED HUMP AND PAINT PAVEMENT () MARKINGS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 603. a CONSTRUCT NEW ASPHALT SPEED HUMP AND PAINT PAVEMENT (5) MARKINGS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 603. ( REMOVE AND SALVAGE EXISTING SPEED-CUSHION AND DELIVER MATERIALS TO CITY YARD. @2) PAINT 6" DOUBLE YELLOW CENTER LINE PER CAL TRANS STANDARD PLAN A2OA, DETAIL 22.

SIGNING AND STRIPING NOTES:
0 c 0 E 0
>
0 6 0
o ARIEF NAFTALI PE 64286 DATE FESS 75
NA
b'
- "I;" - z $/ 64286 [} cc o
#= /
vIl
F cu
NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED Of INTENTION TO GRADE OR EXCAVATE.

Underground Service Alert
Ct I0L RE
811

TWO WORKING DAYS BEFORE YOU DIG
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE. SCALE: 1"=40' 8 HUMP
HUMP
12' S 4
2 50' 39 4 3A 3A 22 48' 9 20' "HUMP" 1 "HUMP" 1 4 77' 22 4 65' 5A SEE SHEET 14 FOR CURB RAMP DETAILS SEE SHEET 13 FOR CURB RAMP DETAILS MH 1 MH 1 MH 1 5B 18' 12' 12'
36' 12' 12'
36' 12' 12'
36' 12' 12'
18'
18' 12' 12' 18' 12'
10'
11'
6' 7'
10 INSTALL
W13-1(25)

INSTALL
W13-1(25)
EX. W17-1
EX.W17-1
STOP 6' 11' 3A 9 22 47' 431 "STOP"
18' 12' 12' 18'
18' 12' 12' 18' STOP
18' 18' 4 3A 221 TYPE IV (R) 1 "STOP" 1 20' 29 WV 1 FH 2 MH 36' 12' 12'
36' 12' 12' TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert O B CALL EF Call: TOLL FREE RE 811 U DI G YO NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. CITY OF BEVERLY HILLS, CALIFORNIA DATE REVISION BY CIVIL ENGINEERING DEPARTMENT DATE DATE DATE SCALE AS SHOWN DRAWN DESIGNED F.B. NO. CHECKED PAGE TO APPROVED JOB NO. SUBMITTED PROJECT: DATE DRAWING NO. SHEET OF DATE SHEET (714) 751-7373 Santa Ana, CA 92707 5 Hutton Centre Drive, Suite 300 ARIEF NAFTALI PE 64286 DATE DNE DNE NN 10/14/2025 WARNING: BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE.

Plotted - 10/14/2025 10:10:50 AM :: Saved - 10/13/2025 4:55:35 PM :: J:\OC\2BEV020510\CADD\Design\Sheets\BEV-SS-03-07.dwg :: daisy.emano STATE OF CAL I FORN I A REGISTERED PROFESSIONAL ENGI NEERA R I E F N A F T A L INo. 64286 C I V I L 18 SCALE: 1"=40'

MATCH LINE SEE

MIDDLE LEFT

MATCH LINE
SEE ABOVE RIGHT WILSHIRE BLVD. GREGORY WAY WILSHIRE BLVD. GREGORY WAY TOWER DRIVE SPEED LIMIT = 30MPH N GALE DRIVE SPEED LIMIT = 25MPH S GALE DRIVE SPEED LIMIT = 25MPH S GALE DRIVE SPEED LIMIT = 25MPH LEGEND: SIGNALIZED INTERSECTION EXISTING SIGNS PROPOSED STRIPING & MARKINGS S COLDMILL & OVERLAY PCC SIDEWALK FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT SIGNING AND STRIPING NOTES: GALE DRIVE AND TOWER DRIVE STREET IMPROVEMENTS SIGNING, STRIPING, & PAVEMENT REHABILITATION CITY OF BEVERLY HILLS SAN VICENTE BLVD. TO GREGORY WAY 9 CONSTRUCTION NOTES: 1 ADJUST UTILITY TO FINISHED GRADE (AS NOTED). CONSTRUCT A 1-FOOT-WIDE BLACK-DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REMOVE AND REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITHIN PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC-RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. 2 PROTECT IN PLACE, AS SHOWN ON PLANS. 3A COLDMILL 2" OF EXISTING PAVEMENT AND CONSTRUCT 2" DEPTH HMA OVERLAY. 4 REMOVE AND RECONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STANDARD PLAN BH 107. MATCH LINE SEE SHEET 7 CONSTRUCT NEW ASPHALT SPEED HUMP AND PAINT PAVEMENT MARKINGS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 603. 5A REMOVE AND SALVAGE EXISTING SPEED-CUSHION AND DELIVER MATERIALS TO CITY YARD. 5B PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARD PLANS A24A TO A24H. 1 PAINT 12" WHITE LIMIT LINE AS SHOWN PER CALTRANS STANDARD PLAN A24G. 3 PAINT 6" DOUBLE YELLOW CENTER LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. 22 PAINT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (WIDTH PER PLAN). 4 PAINT 6" DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. 29 PAINT 6" WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. 9 STATE OF CAL I FORN I A REGISTERED PROFES IONAL ENGINEERA R I E F N A F T A L INo. 64286 C I V I L j p [ S GALE DRIVE EPP LT - 2se w - f - {r"H TILIT-= WILSHIRE BLVD. r w - v 7. MH 1 « I I Nae bse , sAu SPEED LIMIT - 25MPH w13-1(25) . 4 A. - .,. MH l ex. w7-1 ! 3X.w17--1 20'·4 s a th.ill»de#lid"bi'.irP. 77'(22 ate sec S GALE DRIVE SPEED LIMIT - 25MPH r GREGORY WAY J \ ?v % - • 5f . ; , . FH 2) . . . (- we- Lr. %ch SPEED LIMIT = 30MPH p t • . �- . ev N - WILSHIRE BLVD. GREGORY WAY 0 c 0 E 0 > 0 6 0 PAINT 12" WHITE LIMIT LINE AS SHOWN PER CALTRANS STANDARD PLAN A24G. PSOMAS DATE 10,14,2025 5 Hutton Centre Drive, Suite 300 Santo Ano, CA 92707 (714) 751-7373 ARIEF NAFTALI PE 64286 PROPOSED STRIPING & MARKINGS b EXISTING SIGNS (S) SIGNALIZED INTERSECTION [ ] COLDMILL & OVERLAY EEEE] Pcc sEwAu FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT (1) ADJUST UTILITY TO FINISHED GRADE (AS NOTED). CONSTRUCT A 1--FOOT--WIDE BLACK--DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REMOVE AND REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITHIN PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC--RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. 2 Porecr IN PLACE, AS SHOWN ON PLANS. (3») COLDMILL 2" OF EXISTING PAVEMENT AND CONSTRUCT 2" DEPTH HMA OVERLAY. 0 REMOVE AND RECONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STANDARD PLAN BH 107. LEGEND: CONSTRUCTION NOTES- PAINT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (WDTH PER PLAN). N CONSTRUCT NEW ASPHALT SPEED HUMP AND PAINT PAVEMENT (5) MARKINGS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 603. @) REMOVE AND SALVAGE EXISTING SPEED--CUSHION AND DELIVER MATERIALS TO CITY YARD. (9) PAINT 6" WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. @2) PAINT 6" DOUBLE YELLOW CENTER LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. @s) PAINT 6" DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. 0 PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARD PLANS A24A TO A24H. 0 SIGNING AND STRIPING NOTES= NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED Of INTENTION TO GRADE OR EXCAVATE. Underground Service Alert Ct I0L RE 811

TWO WORKING DAYS BEFORE YOU DIG
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN OAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE. 9 j
p [
S GALE DRIVE EPP LT - 2se
w
-
f
-
{r"H
TILIT-=
WILSHIRE BLVD.
r
w
-
v

7. MH 1
«
I I Nae bse ,
sAu SPEED LIMIT - 25MPH
w13-1(25) . 4 A. - .,. MH l ex. w7-1
! 3X.w17--1 20'·4 s a
th.ill»de#lid"bi'.irP.
77'(22
ate sec

S GALE DRIVE
SPEED LIMIT - 25MPH r

GREGORY WAY
J
\
?v
%
-
• 5f . ; , . FH 2) . . . (- we- Lr. %ch SPEED LIMIT = 30MPH p t • . �- . ev N - WILSHIRE BLVD. GREGORY WAY
0 c 0 E 0
>
0 6 0
PAINT 12" WHITE LIMIT LINE AS SHOWN PER CALTRANS STANDARD PLAN A24G.

PSOMAS
DATE
10,14,2025
5 Hutton Centre Drive, Suite 300
Santo Ano, CA 92707 (714) 751-7373
ARIEF NAFTALI PE 64286

PROPOSED STRIPING & MARKINGS
b EXISTING SIGNS
(S) SIGNALIZED INTERSECTION
[ ] COLDMILL & OVERLAY EEEE] Pcc sEwAu

FULL DEPTH ASPHALT PAVEMENT BUS PAD SAWCUT
(1) ADJUST UTILITY TO FINISHED GRADE (AS NOTED). CONSTRUCT A 1--FOOT--WIDE BLACK--DYED CONCRETE COLLAR AROUND ALL CITY SEWER AND STORM DRAIN MANHOLES. REMOVE AND REPLACE ALL WATER VALVE COVERS, BOXES, SLEEVES, AND COLLARS WITHIN PAVEMENT REHABILITATION LIMITS WITH NEW TRAFFIC--RATED CHRISTY PRECAST VALVE BOXES PER CITY SPECIFICATIONS. 2 Porecr IN PLACE, AS SHOWN ON PLANS. (3») COLDMILL 2" OF EXISTING PAVEMENT AND CONSTRUCT 2" DEPTH HMA OVERLAY. 0 REMOVE AND RECONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STANDARD PLAN BH 107.

LEGEND:

CONSTRUCTION NOTESPAINT WHITE CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD PLAN BH 602. (WDTH PER PLAN). N CONSTRUCT NEW ASPHALT SPEED HUMP AND PAINT PAVEMENT (5) MARKINGS PER CITY OF BEVERLY HILLS STANDARD PLAN BH 603. @) REMOVE AND SALVAGE EXISTING SPEED--CUSHION AND DELIVER MATERIALS TO CITY YARD. (9) PAINT 6" WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. @2) PAINT 6" DOUBLE YELLOW CENTER LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. @s) PAINT 6" DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. 0 PAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARD PLANS A24A TO A24H. 0 SIGNING AND STRIPING NOTES=
NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED Of INTENTION TO GRADE OR EXCAVATE.

Underground Service Alert
Ct I0L RE
811

TWO WORKING DAYS BEFORE YOU DIG
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN OAILY SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY. CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK" SIGNS POSTED BEFORE ANY WORK IS DONE OR CONNECTIONS MADE. 9 TS
TS
PB(2)
10 EX. ROW
2 2
2 (267.88) BW
JOIN EX.
(268.00) BW
JOIN EX.
267.82 FS
267.76 FS
267.93 FS
267.87 FS
(267.07) FL
JOIN EX.
9+52.55, 30.56 RT
(267.76) TC
267.16 FL
0" CF
267.89 BW
268.00 BW

8.00' 6.22' 7.00' 6.58' 5.00'

7.08'

7.07'
267.25 FL
0" CF
267.85 TC
267.35 FL, HP
267.76 TC
267.26 FL
267.16 FL
0" CF
267.06 FL
0" CF
(266.96) FL
JOIN EX.
32+99.32, 35.20 RT, ECR
(267.56) TC

7.02'

8.00'

4.00'

7.7% 4.00'

7.5%
(2.2%)
(2.2%)

8.4%

8.6%

7.5%

11.21' 14.80'
2' 2'

1.81 267.49 TC
266.99 FL
9+50

4.99' 4.62'
CASE 1
CASE 1
PB
PB
PB(2)

13.01'
8 8
1 13
11 11
13 1
C1
EX. ROW
EX. ROW
5 1
6 11
4 31+00
10+00

CURVE DATA TABLE
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
RADIUS

60.00'

20.50'

30.00'

7.50'

15.00'

45.00'

3.00'

60.00'

2.00'

5.00'

5.00'
LENGTH

41.09'

50.42'

21.98'

13.05'

26.47'

31.18'

5.80'

33.30'

4.93'

3.70'

3.51'

3.30'
DELTA
39°14'16"
140°54'37"
41°58'54"
99°43'44"
101°06'35"
39°42'08"
110°49'59"
31°48'02"
141°21'54"
42°23'50"
40°10'54"
37°52'04"

TANGENT

21.39'

57.75'

11.51'

8.90'

18.23'

16.25'

4.35'

17.09'

5.71'

1.94'

1.83'

1.72'
33+00 30+50 31+00 31+50

LINE DATA TABLE
LINE #
L1
L2
L3

BEARING
S11° 04' 44.39"W
N50° 07' 02.56"E
S37° 35' 44.64"W
LENGTH

7.466

21.754

12.371
32+00 32+5020+00

3.36'

52.65'

8.27 7.85 4.02

4.50 7.60

4.02 7.00

7.16 17.81'
(2.3%)

18.07' 9.93'
(6.0%) 9.82'
(1.7%)
3' 3'

12.81'

9.8%

1.5%

8.0%

12.91'

7.7%

8.2%

9.3%

6.1%

7.5%

8.3%
(3.2%)

7.04'

11.89' 4.00'

4.00' 4.00'
3'
20+50 4'
21+00
21+50
CASE 1
PB(2)
VAULT
C&G
C&G
C&G
CASE 1
CASE 1
PB
GV

TREE PB
BENCH
PB(4)
SL
SIGN
FH
MH
WV(2)
PB
CURB
SW
SIGN

4.00'

11.82'

10.39'

18.78'
(1.1%)

2.78' 1.7%

4.47' 5.99'

13.52' 8.46'

4.00'

4.30'
21+95.68, 26.73 RT
(266.20) TC
21+43.03, 26.74 RT, ECR
266.32 TC
33+96.96, 34.74 LT, BCR
266.09 TC
34+00.32, 34.77 LT
(266.04) TC
20+70.18, 23.85 LT
(268.08) TC
32+57.90, 39.92 LT, ECR
268.82 TC
20+45.46, 23.45 LT, BCR
268.30 TC
EX. ROW
EX. ROW
EX. ROW
EX. ROW
5 5
13 11
11 11
2 2
6 1
2 8
C3
2 1
C2
9 4
1 6 11
13 1
8 8
16 11
11 2
2 2
17 16
16 4
2 32+41.08, 39.93 LT
(269.52) TC 7
11 6
13 13
13 266.51 FS
266.57 FS
266.46 FS
266.40 FS
(266.76) BW

JOIN EX
266.59 FS
(265.36) FL
JOIN EX.
265.73 FL
0" CF
265.66 FL
0" CF
266.20 TC
265.53 FL
266.35 TC
265.85 FL
265.93 FL, HP
0" CF
265.88 FL
0" CF
266.36 TC
265.86 FL
265.84 FL
266.59 FS
(266.63) BW

JOIN EX
265.42 FL
268.28 FS
268.35 BW
268.76 TC
268.64 TC/BW
JOIN EX.
(269.62) BW
JOIN EX.
269.49 TC/BW
JOIN EX. 268.37 FS
267.93 GB
268.30 TC/FS
268.29 BW
268.90 TC
268.99 TC
268.32 FL
(267.47) FL
JOIN EX.
(268.93) FL
JOIN EX.
268.46 BW
268.96 TC
(266.34) TC
(265.69) FL
JOIN EX.
265.82 FL
267.71 FL
0" CF
266.55 FS
266.60 BW
266.58 BW
266.63 BW
266.60 BW
266.59 FS
(266.85) TC
(266.83) TC
(266.85) TC
(266.85) TC
(266.80) TC
(266.93) TC
268.48 TC
267.98 FL
269.33 TC
268.83 FL
268.15 TC
267.65 FL
267.79 FL
268.59 BW

4.8%

2.7%

1.9%

0.5%
21 U CAB 10+00
8+00
8+50
9+00

7.08'

12.96'

22.39'

16.77'

33.42'

57.02'

37.91' 6.00' 10.00'

5.87'

11.44'

4.90'

3.00'

9.45' 9.99'

9.75'

11.63'

5.00'

10.00'
(2.1%)

4.5%

6.03'

4.5%

3.00' 7.5%

5.32'

9.89'

5.00'
(2.9%)

37.50'

4.99'
PB(4)
MH
SIGN
SL
CURB
PB(2)
SIGN
PB(4)
CURB

CURB SL
PB(3)
CURB

C&G CURB
C&G
PCC
C&G
RAMP
WM

RAMP BANNER
POST
C&G

10.00'

7.47'

5.80'

6.5%

4.4%

5.8%

1.5%

1.75%

0.2%

10.18'

25.09'
CASE 3
SW
SW
PB
SIGN

4.46'

3.00'

6.18'

8.08'

11.05'

13.89'
C&G
SIGN

5.29'
AC
3'

11.23'
PB(2) 4' 4.1'
4'
4:1 MAX
4:1 MAX
TREE
CASE 3

4.98' 10.01' 18.30'

1.63'

9.57'
8+86.90, 30.60 LT
(269.26) TC
8+28.95, 30.22 LT
(268.91) TC
7+66.92, 29.87 LT
(267.77) TC
30+76.24, 40.07 RT
(271.57) TC
30+86.24, 40.00 RT, BCR
271.39 TC
8+00.72, 40.09 LT, BCR
268.83 TC
7+71.92, 29.84 LT, ECR
267.76 TC
31+01.08, 57.80 RT, ECR
270.43 TC
C7
C8
C9
6 11
11 10
11 11
5 5
1 1
2 2
2 13
1 2
2 2
1 17
17 16
C10
C12
C5
C6
16 EX. ROW
1 2
2 EX. ROW
EX. ROW
16 16
13 16
19 2
16 20
19 19
19 5
8 2
2 2
9 25
C11
L2
L3
23 22
22 15
6 C4
16 24
6 9
16 15
15 31+18.41, 84.44 RT, PRC
269.14 TC
31+16.87, 44.36 RT, PRC
270.84 TC
8+66.86, 30.42 LT
(269.38) TC
2 13
26 8
2 L1
31+19.66, 40.29 RT
(270.93) TC
17 17
17 17
269.92 FS
269.67 FS
269.61 TC
269.54 FL
269.76 FL
269.52 FL
269.36 FL
269.50 TC
269.83 BW 269.00 FL
(269.11) FL
JOIN EX.
(268.42) FL
JOIN EX.
(267.06) FL
JOIN EX.
(271.28) BW
JOIN EX.
(267.98) BW
JOIN EX.
270.10 BW
270.43 BW
(269.51) BW
JOIN EX.
(269.78) BW
JOIN EX.
(268.18) BW
JOIN EX.
269.82 FS
(271.20) FL
JOIN EX.
269.66 TC/FS
270.78 BW
(269.84) BW
JOIN EX.
(270.14) BW
JOIN EX.
270.29 FS
269.45 FS
270.97 FL 269.73 TC
268.33 FL
267.09 FL
269.92 FL
269.67 TC/FS
270.93 FG
269.75 FS
269.19 FS
269.73 TC/FS 269.12 FS
269.63 TC/FS
269.64 FS
269.76 TC/FS
269.65 FS
269.81 FS
270.85 FS
269.66 TC
269.95 TC
(268.79) BW
JOIN EX.
269.76 TC
269.26 FL
270.48 TC
269.98 FL
269.83 FS
270.33 TC
269.40 TC
268.90 FL
269.62 TC
270.11 TC
269.96 EG
271.17 EG
268.64 FL
270.34 FL
(268.84) FL
JOIN EX.
(269.60) FS
JOIN EX.
(270.59) FL
JOIN EX.

5.00'
33+00 33+50 34+00

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
O B
CAL
EF Call: TOLL FREE RE
811
U
DI G
YO

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

CITY OF BEVERLY HILLS, CALIFORNIA

DATE REVISION BY CIVIL ENGINEERING DEPARTMENT
DATE
DATE
DATE

SCALE AS SHOWN
DRAWN

DESIGNED
F.B. NO.

CHECKED

PAGE TO

APPROVED
JOB NO.

SUBMITTED
PROJECT:

DATE
DRAWING NO.

SHEET OF
DATE
SHEET
(213) 223-1400
Los Angeles, CA 90017
865 South Figueroa Street, Suite 3200

WILSHIRE BOULEVARD

STREET IMPROVEMENTS
ARIEF NAFTALI PE 64286 DATE
BT
BT
NN
10/14/2025
10/14/2025
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.
18 10/14/2025
10/14/2025

STATE OF CAL I FORN I A
RE

GISTERED PROFESSIONAL
ENGI N
E
E
R
A

R I E F N A F T A
L I
No. 64286

C I V I L
0'
GRAPHIC SCALE 1" = 10'
Note: For reduced sized prints, original scale is in inches 10' 5' 10' 20'

N SANTA MONICA BLVD
10 CURB RAMP

DETAILS

WILSHIRE BLVD

S SANTA MONICA BLVD

WILSHIRE BLVD
LEGEND:

ASPHALT CONCRETE PAVEMENT

PCC SIDEWALK

CONSTRUCTION NOTES

ADJUST TO FINISHED GRADE (AS NOTED)

PROTECT IN PLACE

REMOVE & CONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STD. PLAN 107

REMOVE & CONSTRUCT PCC SIDEWALK PER CITY OF BEVERLY HILLS STD PLAN 105
REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION. CONSTRUCT 8" HMA OVER 6" CMB.

REMOVE & CONSTRUCT CONCRETE BUS PAD PER SPPWC STD PLAN
131-3
CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STD PLAN 103 (CASE PER PLAN)

RELOCATE (AS NOTED)

INSTALL DETECTABLE WARNING SURFACE

SAWCUT LINE

SEE ELECTRICAL PLANS FOR TRAFFIC SIGNAL MODIFICATION
CONSTRUCT CURB TRANSITION PER DETAIL ON SHEET 4
REMOVE

CONSTRUCT PCC RETAINING CURB

INSTALL LANDSCAPING

REMOVE AND CONSTRUCT CURB DRAIN
CONSTRUCT ROCK BLANKET PER DETAIL ON SHEET 12
REMOVE AND CONSTRUCT TYPE "A1-6" CURB PER SPPWC STD PLAN 120-3
REMOVE AND CONSTRUCT TYPE "A1-8" CURB PER SPPWC STD PLAN 120-3
CONSTUCT LONGITUDINAL GUTTER, W=4' PER CITY OF BEVERLY HILLS STD. PLAN 111
CONSTRUCT CONCRETE RAISED CROSSWALK WITH 8" PCC OVER 6" CMB INSTALL VALVE CONFIGURATION. SEE SHEET 15, DETAIL A.
1 2
4 5
6 7
8 9
10 11
13 15
16 17
19 20
21 22
23 24
25 26

TRUNCATED DOME

INTERSECTION AT WILSHIRE BOULEVARD

AND SANTA MONICA BOULEVARD

LANDSCAPING
48"x30" CLEAR LANDING
31+00

CURVE DATA TABLE
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
RADIUS

60.00'

20.50'

30.00'

7.50'

15.00'

45.00'

3.00'

60.00'

2.00'

5.00'

5.00'
LENGTH

41.09'

50.42'

21.98'

13.05'

26.47'

31.18'

5.80'

33.30'

4.93'

3.70'

3.51'

3.30'
DELTA
39°14'16"
140°54'37"
41°58'54"
99°43'44"
101°06'35"
39°42'08"
110°49'59"
31°48'02"
141°21'54"
42°23'50"
40°10'54"
37°52'04"

TANGENT

21.39'

57.75'

11.51'

8.90'

18.23'

16.25'

4.35'

17.09'

5.71'

1.94'

1.83'

1.72'
30+50 31+00 31+50

LINE DATA TABLE
LINE #
L1
L2
L3

BEARING
S11° 04' 44.39"W
N50° 07' 02.56"E
S37° 35' 44.64"W
LENGTH

7.466

21.754

12.371
32+00 32+5020+00
U CAB 10+00
8+00
8+50

7.08'

12.96'

22.39'

16.77'

33.42'

57.02'

37.91' 6.00' 10.00'

5.87'

11.44'

4.90'

3.00'

9.45' 9.99'

9.75'

11.63'

5.00'

10.00'
(2.1%)

4.5%

6.03'

4.5%

3.00' 7.5%

5.32'

9.89'

5.00'
(2.9%)

37.50'

4.99'
PB(4)
MH
SIGN
SL
CURB
PB(2)
SIGN
PB(4)
CURB

CURB SL
PB(3)
CURB

C&G CURB
C&G
PCC
C&G
RAMP
WM

RAMP BANNER
POST
C&G

10.00'

7.47'

5.80'

6.5%

4.4%

5.8%

1.5%

1.75%

0.2%

10.18'

25.09'
CASE 3
SW
SW
PB
SIGN

4.46'

3.00'

6.18'

8.08'

11.05'

13.89'
C&G
SIGN

5.29'
AC
3'

11.23'
PB(2) 4' 4.1'
4'
4:1 MAX
4:1 MAX
TREE
CASE 3

4.98' 10.01' 18.30'

1.63'

9.57'
8+86.90,
(26
8+28.95, 30.22 LT
(268.91) TC
7+66.92, 29.87 LT
(267.77) TC
30+76.24, 40.07 RT
(271.57) TC
30+86.24, 40.00 RT, BCR
271.39 TC
8+00.72, 40.09 LT, BCR
268.83 TC
7+71.92, 29.84 LT, ECR
267.76 TC
31+01.08, 57.80 RT, ECR
270.43 TC
C7
C8
C9
6 11
11 10
11 11
5 5
1 1
2 2
2 13
1 2
2 2
1 17
17 16
C10
C12
C5
C6
16 EX. ROW
1 2
2 EX. ROW
EX. ROW
16 16
13 16
19 2
16 20
19 19
19 5
8 2
2 2
9 25
C11
L2
L3
23 22
22 15
6 C4
16 24
6 9
16 15
15 31+18.41, 84.44 RT, PRC
269.14 TC
31+16.87, 44.36 RT, PRC
270.84 TC
8+66.86, 30.42 LT
(269.38) TC
2 13
26 8
2 L1
31+19.66, 40.29 RT
(270.93) TC
17 17
17 17
269.92 FS
269.67 FS
269.61 TC
269.54 FL
269.76 FL
269.52 FL
269.36 FL
269.50 TC
269.83 BW 269.00 FL
(26
(268.42) FL
JOIN EX.
(267.06) FL
JOIN EX.
(271.28) BW
JOIN EX.
(267.98) BW
JOIN EX.
270.10 BW
270.43 BW
(269.51) BW
JOIN EX.
(269.78) BW
JOIN EX.
(268.18) BW
JOIN EX.
269.82 FS
(271.20) FL
JOIN EX.
269.66 TC/FS
270.78 BW
(269.84) BW
JOIN EX.
(270.14) BW
JOIN EX.
270.29 FS
269.45 FS
270.97 FL 269.73 TC
268.33 FL
267.09 FL
269.92 FL
269.67 TC/FS
270.93 FG
269.75 FS
269.19 FS
269.73 TC/FS 269.12 FS
269.63 TC/FS
269.64 FS
269.76 TC/FS
269.65 FS
269.81 FS
270.85 FS
269.66 TC
269.95 TC
(268.79) BW
JOIN EX.
269.76 TC
269.26 FL
270.48 TC
269.98 FL
269.83 FS
270.33 TC
269.40 TC
268.90 FL
269.62 TC
270.11 TC
269.96 EG
271.17 EG
268.64 FL
270.34 FL
(268.84) FL
JOIN EX.
(269.60) FS
JOIN EX.
(270.59) FL
JOIN EX.

5.00'
33+00

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
O B
CAL
EF Call: TOLL FREE RE
811
U
DI G
YO

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.

S SANTA MONICA BLVD
C
A
A
C
B
B
STATE
OF

CAL I FORN I A

REGISTERED
PROF
E

S IONAL ENGINEER

A R I E
F
N
A
F
T A L INo. 64286 C I V I L
DATE
10 14 2025
ARIEF NAF TALI PE 64286
(267.56) TC
(266.96) FL
JOIN EX.

35.20 RT, ECR
r--------
1 I ________ J
1 PB
I
LEGEND:

CONSTRUCTION NOTES
(D ADJUST TO FINISHED GRADE (AS NOTED)
@ PROTECT IN PLACE

REMOVE & CONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STD. PLAN 107
(5) REMOVE & CONSTRUCT PCC SIDEWALK PER CITY OF BEVERLY HILLS STD PLAN 105
© REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION. CONSTRUCT 8" HMA OVER 6" CMB.
(j) REMOVE & CONSTRUCT CONCRETE BUS PAD PER SPPWC STD PLAN 131--3
© CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STD PLAN 103 (CASE PER PLAN)
@ RELOCATE (AS NOTED)
@) INSTALL DETECTABLE WARNING SURFACE
@) SAWCUT LINE
@) SEE ELECTRICAL PLANS FOR TRAFFIC SIGNAL MODIFICATION (@) CONSTRUCT CURB TRANSITION PER DETAIL ON SHEET 4
@@) REMOVE
@) CONSTRUCT PCC RETAINING CURB
@) INSTALL LANDSCAPING
(0) REMOVE AND CONSTRUCT CURB DRAIN
(2) CONSTRUCT ROCK BLANKET PER DETAIL ON SHEET 12
(22) REMOVE AND CONSTRUCT TYPE "A1-6" CURB PER SPPWC STD PLAN 120--3
(23) REMOVE AND CONSTRUCT TYPE "A1-8" CURB PER SPPWC STD PLAN 120-3
(23) CONSTUCT LONGITUDINAL GUTTER, W=4' PER CITY OF BEVERLY HILLS STD. PLAN 111
(@) CONSTRUCT CONCRETE RAISED CROSSWALK WITH 8" PCC OVER 6" CMB @ INSTALL VALVE CONFIGURATION. SEE SHEET 15, DETAIL A.
@]} [l
JOIN EX. p s 0MA s 865 South Figueroa Street, Suite 3200 Los Angeles, CA 90017
(213) 223-1400
N

1.81 33+00
oFESs7%
NA
-
'e "(" '- - -z.

C fn
L rn
cc -o
})J#ft /
267.06 FL
0" CF
267.49 TC
266.99 FL
32+99.32,

5.00'
BENCH
PB(4)
SL
SIGN
FH
266.60 BW
zoafs g - slrl Ro
(266.85) TC
1 PB(2)
268.00 BW

WILSHIRE BLVD
267.93 FS
20'
CASE 1 8
267.16 FL
o" cF
267.76 TC
267.26 FL
267.76 FS
...-
4+ . 477 T
' 266.04) TC
(265.36) FL
JOIN EX.
2wV(2)
34+00
.EX. ROW
(266.93) TC
(266.76) BW

JOIN EX
(266.85) TC
(266.20) TC
(265.69) FL
JOIN EX.
21+95.68, 26.73 RT
10'
EX. ROW
(266.80) TC
es5zr
?) Joi'Ex e. Row
266.59 FS
266.59 FS
266.55 FS
- /
6 11
///.. y
/
/
267.35 FL, HP
267.87 FS
267.85 TC
00 I r'
13} .
4 <
s'
5' 0'
CASE 1 8
267.16 FL
o" cr ,
RT 61
/
-1 1PB
.· ti
# >
.· .
.
10 -
'
- - -
v1%
266.51 F
266.20 TC
265.53 FL
266.09 TC
265.42 FL
GRAPHIC SCALE 1" 10'
Note: For reduced sized prints, original scale is in inches (267.76) TC
(267.07) FL
JOIN EX.
9+52.55, 30.56
33+50
CASE 18
266.35 TC
265.85 FL
266.57 FS
265.73 FL
0" CF
CASE 1 8
----
265.66 FL
0" CF
265.82 FL
(266.34) TC
(269.26) TC
(269.11) FL
JOIN EX.
265.84 FL
266.36 TC
265.86 FL
266.40 FS
0"
/
265.88 rK
JOIN EX.
2 CURB
(269.38) TC
(268.84) FL
JOIN EX.
/
269.50 TC
269.00 FL
269.67 TC FS
269.66 TC FS
265.93 FL, HP
266.46 Fs 0" CF
2 2
-r 13
(269.60) FS
31+50
269.14 TC
268.64 FL
,

84.44 RT, PRC
FS
33+00
(268.91) TC
(268.42) FL
JOIN EX.
31+18.41,
2 CURB
8+28.95. 30.22 LT
(268.08) TC
(267.47) FL
JOIN EX. /
/
268.30 TC
267.79 FL

23.45 LT, BCR
EX.

ROW#
20+45.46,
267. 71 FL
0" CF
8 CASE 1
TC
.33 FL
11 268.30 TC/FS
31+00
268.82 TC
268.32 FL
C3
268.48 TC
267.98 FL

39.92 LT, ECR
26 19
•
4 32+57.90,
7+71.92, 29.84 LT, ECR
}
267.76 TC_.
7+66,92.29.87 gr87.09 n9
(267.77) TC
(267.06) FL
JOIN EX.
267.93 GB
268.28 FS
268.37 FS
269.33 TC
268.83 FL
EX. ROW
(268.79) BW
JOIN EX.
,
I
(268.18) B
JOIN EX.

EX. ROW
(267.98) BW
JOIN EX.
268.76 TC
268.64 TC/BW
JOIN EX.
269.49 TC BW
JOIN EX.
(269.62) BW
JOIN EX.

EX. ROW
4@a
" o. 2VAULT
'? ? Pe
4)
' 8 «
6" •
11 3]l ] =is7s 'i[ zsss e
cl] - 4.8%, 0 26765 FL
) ]y
PB2X_1 '
"l .l
±k4.oo'

12.8f ,8.46'
3)
4 30+50
2 C&G
32+41.08, 39.93 LT
(269.52) TC
(268.93) FL
JOIN EX.

L
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR

WILSHIRE BLVD
0 0
0 31+00
Underground Service Alert
gEe. Cl: I0LL FREE
811

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

A
30±e2loo RI.BC271.39 T4 C "------
--,,-
(270.59)
•
270.97 FL 10.00' .05 " JOIN EX. /
27iii g '' -I 33.42' 31+16.87, 44 RT, pRG
-30+76.24, 40.07 RT % 2 [11) '2
g3&, E =g
C&G 2 RBS16
JOIN Ex. 'glee)
'"li (4)
'
0 1)<;-- ,e"'-.a8 TC ·•·••.• 69.76
0 0 0 N 8 FL .·,:.· •. 6.18'
3+01.08, RF, EU
,__ -+----+----+----+-----I I 11
, _ -= 270.43 _ --"--c
() sw' @a.ass @ zs~~y 3lS~
or 'e7 6lj@~gs~g: 6 ex mow n .2rs 2g5g. C{ W.tis
(270.1)_Bw 27o.10_Biw '1675s5.@ [·_26g75.f
0 JOIN EX.
269
·
92 ."' I ---j 72 5i0 1.5ii=1 TfC8Jq 2.89:73. ·T (269.84) BW, '+ 0 J/,N EX.

I
:,.
4 9.
75' :: 69. TC 1ol}f,!;....flf;;::; "fil
0 269.838]
-..T l1!;1 rtf 269.7 - -.11. :s++ -� 269.67 e
5 / ae..lyfzgl =SE _ 6 (6.s0 ew. 2
0 / JOIN EX. --,I{' i!-/a:a-;2;;,2 . '"""'-¥�==-i'lf:::->.•:•:•. sw2 / p26gs.'s I¢ '$:-?°·: 6 ·Fy zit E:
?, '..·J] 269lip TC 6) ?kc
';jl zsson "s' ):· Pcc(gs
<' _[«oil / -
• le@'
TWO WORKING DAYS BEFORE YOU DIG CONNECTIONS MADE.

DATE
10 14 2025
ARIEF NAF TALI PE 64286
(267.56) TC
(266.96) FL
JOIN EX.

35.20 RT, ECR
r--------
1 I ________ J
1 PB
I
LEGEND:

CONSTRUCTION NOTES
(D ADJUST TO FINISHED GRADE (AS NOTED)
@ PROTECT IN PLACE

1.81 33+00
oFESs7%
NA
-
'e "(" '- - -z.

C fn
L rn
cc -o
})J#ft /
267.06 FL
0" CF
267.49 TC
266.99 FL
32+99.32,

5.00'
BENCH
PB(4)
SL
SIGN
FH
266.60 BW
zoafs g - slrl Ro
(266.85) TC
1 PB(2)
268.00 BW

WILSHIRE BLVD
267.93 FS
20'
CASE 1 8
267.16 FL
o" cF
267.76 TC
267.26 FL
267.76 FS
...-
4+ . 477 T
' 266.04) TC
(265.36) FL
JOIN EX.
2wV(2)
34+00
.EX. ROW
(266.93) TC
(266.76) BW

84.44 RT, PRC
FS
33+00
(268.91) TC
(268.42) FL
JOIN EX.
31+18.41,
2 CURB
8+28.95. 30.22 LT
(268.08) TC
(267.47) FL
JOIN EX. /
/
268.30 TC
267.79 FL

23.45 LT, BCR
EX.

ROW#
20+45.46,
267. 71 FL
0" CF
8 CASE 1
TC
.33 FL
11 268.30 TC/FS
31+00
268.82 TC
268.32 FL
C3
268.48 TC
267.98 FL

EX. ROW
(267.98) BW
JOIN EX.
268.76 TC
268.64 TC/BW
JOIN EX.
269.49 TC BW
JOIN EX.
(269.62) BW
JOIN EX.

EX. ROW
4@a
" o. 2VAULT
'? ? Pe
4)
' 8 «
6" •
11 3]l ] =is7s 'i[ zsss e
cl] - 4.8%, 0 26765 FL
) ]y
PB2X_1 '
"l .l
±k4.oo'

12.8f ,8.46'
3)
4 30+50
2 C&G
32+41.08, 39.93 LT
(269.52) TC
(268.93) FL
JOIN EX.

L
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR

WILSHIRE BLVD
0 0
0 31+00
Underground Service Alert
gEe. Cl: I0LL FREE
811

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

Section B PROFILE
264
268
272
264
268
272
ELEV:269.76 ELEV:269.54
ELEV:269.98
ELEV:269.09
ELEV:270.97
ELEV:268.33
-3.5% -2.1% -7.5%
Section C PROFILE
268
272
268
272
ELEV:269.90 ELEV:269.83
ELEV:269.68
ELEV:269.47 ELEV:269.70 ELEV:269.72 ELEV:269.77 ELEV:269.17 -1.1% -4.4% -1.0%
ELEV:269.09

3.8% 0.3% -0.9% -7.7%
-1.1%
Section A PROFILE
264
268
272
264
268
272
ELEV:269.65 ELEV:269.45
ELEV:270.73
-4.2%
ELEV:268.87
-1.9% -7.2%
0'
GRAPHIC SCALE I" = 1'
Note: For reduced sized prints, original scale is in inches 5' 2.5' 5' 10'
11 CURB RAMP

DETAILS

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
O B
CAL
EF Call: TOLL FREE RE
811
U
DI G
YO

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

CITY OF BEVERLY HILLS, CALIFORNIA

DATE REVISION BY CIVIL ENGINEERING DEPARTMENT
DATE
DATE
DATE

SCALE AS SHOWN
DRAWN

DESIGNED
F.B. NO.

CHECKED

PAGE TO

APPROVED
JOB NO.

SUBMITTED
PROJECT:

DATE
DRAWING NO.

SHEET OF
DATE
SHEET

WILSHIRE BOULEVARD
ARIEF NAFTALI PE 64286 DATE
BT
BT
NN
10/14/2025
10/14/2025
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.
18 INTERSECTION AT WILSHIRE BOULEVARD

AND SANTA MONICA BOULEVARD
10/14/2025
10/14/2025

STATE OF CAL I FORN I A
RE

GISTERED PROFESSIONAL
ENGI N
E
E
R
A

R I E F N A F T A
L I
No. 64286

C I V I L
(714) 751-7373
Santa Ana, CA 92707
5 Hutton Centre Drive, Suite 300

STREET IMPROVEMENTS
STATE
OF

CAL I FORN I A

REGISTERED
PROF
E

S IONAL ENGINEER

A R I E
F
N
A
F
T A L INo. 64286 C I V I L
272
Section A PR ILE
272
L Vie 0.

ELEV268.87
268 ELEV269.65 ELEV269.45 268
264 264
272 ELEV270.97
Section B PR[FILE
272
- ELEV269.98
268 ELEV269.76 ELEV269.54
. % ELEV269.09
ELE 268.33 268
264 264
272
Section C PR_FILE
272
ELEV269.90 ELEV269.83
4 4% ELEV269.47 ELEV269.70 ELEV269.77
ELEV269.72 ELEV269.17
ELEV269.09
268 ELEV269.68

3.8% 0.3% 0.9%

7.7% 268
PSOMAS
5 Hutton Centre Drive, Suite 300
Santa Ana, CA 92707
(714) 751-7373
10 14 2025
%0 ARIEF NAFTALI PE 64286 DATE FESS/
NA
{'° «<
c rn
L pr
>
- -
GRAPH- IC SCALE 1" =
-
1'
Note: For reduced sized prints, original scale is in inches s' 2.5' O' 5' 10'
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
Underground Service Alert
+ 0#t: IL TREE
811

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

TWO WORKING DAYS BEFORE YOU DIG CONNECTIONS MADE.
272
Section A PR ILE
272
L Vie 0.

3.8% 0.3% 0.9%

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
Underground Service Alert
+ 0#t: IL TREE
811

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

TWO WORKING DAYS BEFORE YOU DIG CONNECTIONS MADE.

COLUMN
COLUMN
CPB

BIKE RACK MAIL
(3.2%)
(2.9%)

7.0%

8.3%

9.5%
255.28 FL
0" CF
255.86 TC
255.19 FL
256.10 TC
255.43 FL
255.34 FL
0" CF
42+34.72, 34.87 LT, ECR
(255.64) TC
(254.95) FL
JOIN EX.
255.90 FS
(256.08) BW
JOIN EX.
(256.46) BW
JOIN EX.
2 2 2'
2'
256.00 BW
256.25 BW

4.00' 9.46'

14.18' 8.00' 4.79' 7.00'

20.45'

11.44'
5 255.90 FS
255.96 FS15.23'
EX. ROW
EX. ROW
EX. ROW
255.35 GB
8 8
10 10
C&G
C&G
8 CASE 1
1 PB
1 PB
SL
2 11
11 6
C2
C3
C5
C4
L2
L1 C1
TS
CB 2 11

1.8%

1.2%
42+50 43+00 43+50 44+00
10+00
10+50
11+00
20+00
20+50
21+00 10+00
21+14.94, 22.28 LT
(256.24) TC
(255.60) FL
JOIN EX.

EX. ROW
21 11
10+29.47, 2.61 LT, EC
254.87 TC
254.37 FL
10+14.42, 4.12 LT, EC
254.79 TC
254.29 FS
20+45.87, 5.43 RT, BC
254.84 TC
254.34 FL
20+59.43, 5.46 RT, BC
255.05 TC
254.55 FL
20+59.79, 7.40 RT, PRC
255.08 TC
254.58 FL
254.64 EOG
254.37 EOG
254.34 EOG
254.67 EOG
10+29.97, 4.52 LT, PRC
254.88 TC
254.38 FL
254.46 EOG
20+39.15, 8.00 RT, POC
254.81 TC
254.31 FL
254.34 EOG

7.36'
2'
4'

4.00'
22 4
255.96 FS
CASE 1
CASE 1 9+50

CURVE DATA TABLE
Curve #
C1
C2
C3
C4
C5
C6
C7
RADIUS

24.00'

1.00'

10.00'

1.00'

42.00'

15.00'

15.00'
LENGTH

54.42'

2.77'

14.72'

2.84'

33.47'

23.39'

23.72'
DELTA
129°55'16"
158°50'03"
84°21'57"
162°27'16"
45°39'16"
89°20'00"
90°35'12"

TANGENT

51.38'

5.35'

9.06'

6.48'

17.68'

14.83'

15.15'

LINE DATA TABLE
LINE #
L2
L4

BEARING
S39° 25' 00.54"E
N56° 13' 02.55"E
LENGTH

13.56 15.13
44+76.58, 35.01 RT
(252.88) TC
(252.28) FL
JOIN EX.
252.12 FL
0" CF
252.06 FL
0" CF
252.79 FS
252.74 FS
252.51 TC
251.84 FL
252.77 TC
252.27 FL
44+63.61, 34.97 RT, ECR, HP
252.87 TC
252.37 FL
(252.53) BW
JOIN EX.
(252.91) BW
JOIN EX.
2 2
2 (252.73) BW
JOIN EX.

9.00' 4.63' 8.50'
3' 2'
252.82 FS
252.76 FS
(252.76) BW
JOIN EX.

EX. ROW
252.10 GB
C&G
8 CASE 1
PB
11 11
2 PB 1
11 C7

8.52'

5.50'

8.1%

7.2%

7.9%

4.00'

8.35'

12.41'

1.8%
(3.5%)
(251.48) FL
JOIN EX. 14.79'
6 9+49.94, 17.42 RT, BCR
252.38 TC
9+40.03, 17.40 RT
(252.10) TC
251.90 FL
5 EX. ROW
7 (252.78) BW
JOIN EX.
(0.2%)
4 CURB
TS 7.1'

6.50' 3.95'
CO CO

7.9%
(0.5%)
(3.6%)

3.23'
252.93 TC
252.43 FL
252.66 TC
251.99 FL
252.27 FL
0" CF
252.30 FL
0" CF
43+95.27, 34.88 RT
(253.17) TC
(252.69) FL
JOIN EX.
253.15 FS
253.19 FS
9+38.83, 17.80 LT
(252.35) TC
(252.98) BW
JOIN EX.
43+98.50, 34.92 RT, BCR
253.14 TC
252.64 FL
253.17 FS
(253.38) BW
JOIN EX.
(253.34) FS
JOIN EX.
(253.29) FS
JOIN EX.
9+50.14, 17.75 LT, ECR
252.41 TC 3'
3'
253.21 BW

8.72' 8.00' 4.10'
253.20 FS 6.98'

4.00'

16.95'

11.94'
252.34 GB
252.97 BW

1.8%
(251.85) FL
JOIN EX.

7.1% 5.3%
252.04 FL 6.50'
2 2
EX. ROW
EX. ROW
C&G 10
C&G
8 CASE 1
1 11
2 5
1 PB
C6 7.38'
11 PB
FH
6 11
4 TS

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
O B
CAL
EF Call: TOLL FREE RE
811
U
DI G
YO

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

CITY OF BEVERLY HILLS, CALIFORNIA

DATE REVISION BY CIVIL ENGINEERING DEPARTMENT
DATE
DATE
DATE

SCALE AS SHOWN
DRAWN

DESIGNED
F.B. NO.

CHECKED

PAGE TO

APPROVED
JOB NO.

SUBMITTED
PROJECT:

DATE
DRAWING NO.

SHEET OF
DATE
SHEET
(213) 223-1400
Los Angeles, CA 90017
865 South Figueroa Street, Suite 3200

WILSHIRE BOULEVARD

STREET IMPROVEMENTS
ARIEF NAFTALI PE 64286 DATE
BT
BT
NN
10/14/2025
10/14/2025
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.
18 10/14/2025
10/14/2025

STATE OF CAL I FORN I A
RE

GISTERED PROFESSIONAL
ENGI N
E
E
R
A

R I E F N A F T A
L I
No. 64286

C I V I L
0'
GRAPHIC SCALE 1" = 10'
Note: For reduced sized prints, original scale is in inches 10' 5' 10' 20'

WILSHIRE BLVD

N ROXBURY DR

ROCK BLANKET MEDIAN DETAIL
(NO SCALE)

CURB RAMP

DETAILS

BRIGHTON WAY

WILSHIRE BLVD S ROXBURY DR
LEGEND:

ASPHALT CONCRETE PAVEMENT

PCC SIDEWALK

CONSTRUCTION NOTES

ADJUST TO FINISHED GRADE (AS NOTED)

PROTECT IN PLACE

REMOVE & CONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STD. PLAN 107

REMOVE & CONSTRUCT PCC SIDEWALK PER CITY OF BEVERLY HILLS STD PLAN 105
REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION. CONSTRUCT 8" HMA OVER 6" CMB.

REMOVE & CONSTRUCT CONCRETE BUS PAD PER SPPWC STD PLAN
131-3
CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STD PLAN 103 (CASE PER PLAN)

INSTALL DETECTABLE WARNING SURFACE

SAWCUT LINE
CONSTRUCT ROCK BLANKET PER DETAIL ON SHEET 11
REMOVE AND CONSTRUCT TYPE "A1-6" CURB PER SPPWC STD PLAN 120-3
1 2
4 5
6 7
8 10
11 21
22 ROCK BLANKET
12 INTERSECTION AT WILSHIRE BOULEVARD

AND ROXBURY DRIVE/BRIGHTON WAY
CONCRETE MORTAR .14'
NOTES:

1. RIVER ROCKS SIZES SHALL BE EVEN AS MUCH AS POSSIBLE RANGING 6 INCHES TO 8 INCHES LARGE.

2. THE RIVER ROCKS SHALL BE AS SMOOTH AS POSSIBLE WITH COLOR RANGING FROM BROWN TO YELLOW. ADD A SEALANT OVER THE STONES TO KEEP THE COLORS VISIBLE.

3. THE ROCKS SHALL BE INSTALLED EVENLY. INSTALL THE STONE TOP SURFACE AS FLAT AS POSSIBLE AND FREE OF CHIPS. THE ROCKS SHALL

BE MOUNDED IN A MANNER TO AVOID DEPRESSION THAT MAY ALLOW PUDDLING OF WATER AND DEBRIS WITH ½”-1” SPACING BETWEEN COBBLES.

4. MIN 4 INCH THICK CONCRETE MORTAR WITH MIN 2” THICK BELOW ROCKS.

THE ROCKS SHALL BE ½ EMBEDDED AND 2” HIGHER THAN THE SIDEWALK AND/OR CURB.

TRUNCATED DOME
48"x30" CLEAR LANDING
21 CONSTRUCT ROCK BLANKET PER DETAIL ON SHEET
STATE
OF

CAL I FORN I A

REGISTERED
PROF
E

S IONAL ENGINEER

A R I E
F
N
A
F
T A L INo. 64286 C I V I L
DATE
12 10 14 2025
865 South Figueroa Street, Suite 3200
Los Angeles, CA 90017
(213) 223-1400
PE 64286
0 0

ARIEF NAFTALI
PSOMAS
0 0
0 0
0 0
0 .:

LEGEND:

CONSTRUCTION NOTES
AousT TO FINISHED GRADE (AS NOTED)
@2 PROTECT IN PLACE

REMOVE & CONSTRUCT CURB AND GUTTER PER CITY OF BEYERL Y HILLS STD. PLAN 107
@ REMOVE & CONSTRUCT PCC SIDEWALK PER CITY OF BEYERL Y HILLS STD PLAN 105
(6) REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION. CONSTRUCT 8" HMA OVER 6" CMB.
(j) REMOVE & CONSTRUCT CONCRETE BUS PAD PER SPPWC STD PLAN 131-3
(8) CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STD PLAN 103 (CASE PER PLAN)
@) INSTALL DETECTABLE WARNING SURFACE
@ SAWCUT LINE
@ CONSTRUCT ROCK BLANKET PER DETAIL ON SHEET 12
(22) REMOVE AND CONSTRUCT TYPE "AT--6" CURB PER SPPWC STD PLAN 120-3
r--------
1 I
________ J
E
j
5NE]
/21/J
F cu
FESS/
NA
b'
¢
?
- "(" - z
C fn
L rn
' in f
1L
20'
(NO SCALE)
D
EX. ROW
'',,,..2:
.

A
v

WILSHIRE BLVD
10'
0 --------+-
0 0

ROCK BLANKET MEDIAN DETAIL
.:.
0'
44+00
10 5'
- -
GRAPH- IC SCALE 1"
-
10'
Note: For reduced sized prints, original scale is in inches -l
254.87 TC
254.37 FL
254.34 EOG
10'
252.53' BW
JOIN EX.
777777r777
EX. ROW
252.78 BW 252.91 BW
JOIN EX. JOIN EX.
252.74 FS
252.76 BW
JOIN EX.
252.73' BW
JOIN EX.
10+29.47, 2.61 LT EC
44+63.61, 34.97 RT, ECR, HP
252.87 TC
252.82 FS 252.37 FL
,,j
1;:: .
;1t"'!ii 7
1 -
(252.88) TC
(252.28) FL
JOIN EX.
-@as
254.79 TC
254.29 FS
43+50
/
CASE
/
$
0 10+29.97, 4.52 LT, PRC
254.88 TC
_254.38_FL
/
254.46 EOG
/
□
10+14.42, 4.12 LT, EC
252.77 TC
252.27 FL
252.79 FS
255.08 TC
254.58 FL
254.67 EOG
---

7.40 RT, PRC
252.12 FL
0" cF
252.10 GB
252.06 FL
0" CF
--- POC
%
l
9+49.94 17.42 RT .£
252.38 TC
251.90 FL

1.8%
252.51 TC o
' <d
251.84 FL o
K
9+40.03, 17.40 RT
PB A _j
(252.10) TC
(251.48) FL
JOIN EX.
u
co
+
0 0
cr
0 ~ D
0 5
0 (
254.84 TC
254.34 FL
254.37 EOG 20+39.15, 8.00 RT,
254.81 TC
254.31 FL
254.34 EOG
43+00
20+45.87, 5.43 RT BC
255.05 TC
254.55 FL
254.64 EOG
20+59.43, 5.46 RT, BC
251.99 FL
(252.35) TC
(251.85) FL
JOIN EX.
252.30 FL
0" CF

4.10' 252.34 GB
252.27 FL
0" CF
9+50.14, 17.75 LT, ECR
252.41 TC
252.04 FL
252.66 TC
0" Cf p55.35 GB
4 (256.24) TC
(255.60) FL
JOIN EX.
o
255.34 FL
255.28 FL
2 C&.G
o
0 co
253.14 TC
252.64 FL
253.17 FS
252.93 TC
252.43 FL
o" CF
8 CASE 1
255.86 TC
255.19 FL
255.90 FS
.l

34.92 RT, BCR
0 2 C&G
D

16.9s'[]
11 1.8%
(3.62 •
43+98.50,
42+50
42+34.72, 34.87 LT, ECR
(255.64) TC
(254.95) FL
JOIN EX.
4 <t
N
43+95.27, 34.88 RT
(253.17) TC
(252.69) FL
JOIN EX.

EX.

ROW
(256.46) BW
JOIN EX.
256.25 BW
EX. ROW 1
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
0 WILSHIRE BLVD
zsss I'zz·)I' ZRF255.43 FL
255.96 4/ ] [
as.iil] t
EX.

R ("256.08) Jl.W v',"'- '
Pl
11r
JOIN EX.
(252.98) BW
JOIN EX.
co
0 6co 11
+7-77s3.ssys
EX. ROW JOIN EX.
253.19 FS
253.20 FS
253.21 BW
252.97 BW
253.15 FS
--, ----_&c _A G
_ ,4__s; - -\'3:fF-h�'.f1
\, +,±/t
253.29 +
oN Ex.
253.34 FS
Underground Service Alert
le. Cl: ILL TREE
811

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

TWO WORKING DAYS BEFORE YOU DIG CONNECTIONS MADE.

DATE
12 10 14 2025
865 South Figueroa Street, Suite 3200
Los Angeles, CA 90017
(213) 223-1400
PE 64286
0 0

ARIEF NAFTALI
PSOMAS
0 0
0 0
0 0
0 .:

LEGEND:

CONSTRUCTION NOTES
AousT TO FINISHED GRADE (AS NOTED)
@2 PROTECT IN PLACE

A
v

WILSHIRE BLVD
10'
0 --------+-
0 0

7.40 RT, PRC
252.12 FL
0" cF
252.10 GB
252.06 FL
0" CF
--- POC
%
l
9+49.94 17.42 RT .£
252.38 TC
251.90 FL

34.92 RT, BCR
0 2 C&G
D

16.9s'[]
11 1.8%
(3.62 •
43+98.50,
42+50
42+34.72, 34.87 LT, ECR
(255.64) TC
(254.95) FL
JOIN EX.
4 <t
N
43+95.27, 34.88 RT
(253.17) TC
(252.69) FL
JOIN EX.

EX.

ROW
(256.46) BW
JOIN EX.
256.25 BW
EX. ROW 1
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
0 WILSHIRE BLVD
zsss I'zz·)I' ZRF255.43 FL
255.96 4/ ] [
as.iil] t
EX.

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

TWO WORKING DAYS BEFORE YOU DIG CONNECTIONS MADE.

WM
DOOR
E RISR
251.3251.3
U RISR
WV
WV
E RISR
E RISR
20" 18"
18"
21+00
20+98.59, 32.95 LT
(251.46) TC
250.90 FL

BEGIN TRANSITION
250.96 FL, HP
0" CF
250.87 FL
0" CF
251.42 TC
250.92 FL

END TRANSITION
251.30 TC
250.63 FL
47+48.43, 34.97 LT, ECR
(250.97) TC
(251.60) FS
JOIN EX.
(251.53) FS
JOIN EX.
251.53 FS
251.45 FS

8.0%

7.4%

6.1%
8 CASE 1
(251.51) FS
JOIN EX.
(250.33) FL
JOIN EX.
(251.64) FS
JOIN EX.

C&G 2
2 C&G
20+97.79, 33.70 LT, PCC
251.45 TC
21+06.53, 27.81 LT, PCC
(251.54) TC
4' 4'
PB 1
2 CB
FH
2 CB
1 15
4 11
SIGN
(1.9%)
(3.8%)
5 PB 2
11 C1
C2
C3 6.99' 10.60' 3.50' 7.53' 6.09' 5.83' 6.98'
6 250.91 FL

9.30' 14.01'
EX. ROW
21+13.08, 25.36 LT, POC
(251.58) TC
(250.82) FL
JOIN EX.
250.85 FL
6'

7.60'
EX. ROW
11 5

4.16'

4.68'
2 TS
E RISR
10 47+00 47+50 10+00

CURVE DATA TABLE
Curve #
C1
C2
C3
RADIUS

20.00'

30.00'

60.00'
LENGTH

29.93'

10.60'

6.99'
DELTA
85°44'15"
20°14'30"
6°40'29"

TANGENT

18.56'

5.36'

3.50'
48+00 48+50
20+00

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
O B
CAL
EF Call: TOLL FREE RE
811
U
DI G
YO

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

CITY OF BEVERLY HILLS, CALIFORNIA

DATE REVISION BY CIVIL ENGINEERING DEPARTMENT
DATE
DATE
DATE

SCALE AS SHOWN
DRAWN

DESIGNED
F.B. NO.

CHECKED

PAGE TO

APPROVED
JOB NO.

SUBMITTED
PROJECT:

DATE
DRAWING NO.

SHEET OF
DATE
SHEET
(213) 223-1400
Los Angeles, CA 90017
865 South Figueroa Street, Suite 3200

WILSHIRE BOULEVARD

STREET IMPROVEMENTS
ARIEF NAFTALI PE 64286 DATE
BT
BT
NN
10/14/2025
10/14/2025
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.
18 10/14/2025
10/14/2025

STATE OF CAL I FORN I A
RE

GISTERED PROFESSIONAL
ENGI N
E
E
R
A

R I E F N A F T A
L I
No. 64286

C I V I L
0'
GRAPHIC SCALE 1" = 10'
Note: For reduced sized prints, original scale is in inches 10' 5' 10' 20'

WILSHIRE BLVD
13 CURB RAMP

DETAILS

BEDFORD DR

WILSHIRE BLVD

CONSTRUCTION NOTES

ADJUST TO FINISHED GRADE (AS NOTED)

PROTECT IN PLACE

REMOVE & CONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY
HILLS STD. PLAN 107

REMOVE & CONSTRUCT PCC SIDEWALK PER CITY OF BEVERLY HILLS STD PLAN 105
REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION.

CONSTRUCT 8" HMA OVER 6" CMB.

CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STD PLAN 103 (CASE PER PLAN)

INSTALL DETECTABLE WARNING SURFACE

SAWCUT LINE
CONSTRUCT CURB TRANSITION PER DETAIL ON SHEET 4
1 2
4 5
6 8
10 11
15 INTERSECTION AT

WILSHIRE BOULEVARD AND BEDFORD DRIVE
15 NOT TO SCALE -

CF PER PLAN
6"CF OR 8" CF

INTEGRAL C&G

L PER PLAN
LEGEND:

ASPHALT CONCRETE PAVEMENT

PCC SIDEWALK

TRUNCATED DOME

LANDSCAPING
48"x30" CLEAR LANDING
STATE
OF

CAL I FORN I A

REGISTERED
PROF
E

S IONAL ENGINEER

A R I E
F
N
A
F
T A L INo. 64286 C I V I L
I
· ·A
0 0
0 LEGEND:
r--------
1 I
________ J

CONSTRUCTION NOTES

G) ADJUST TO FINISHED GRADE (AS NOTED)
2 PROTECT IN PLACE

REMOVE & CONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY
HILLS STD. PLAN 107
@ REMOVE & CONSTRUCT PCC SIDEWALK PER CITY OF BEVERLY HILLS STD PLAN 105
© REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION.

CONSTRUCT 8" HMA OVER 6" CMB.
3) CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STD PLAN 103 (CASE PER PLAN)
(@) INSTALL DETECTABLE WARNING SURFACE
@ SAWCUT LINE
(3) CONSTRUCT CURB TRANSITION PER DETAIL ON SHEET 4
D
10 □
•
21 +13.08, 25.36 LT, POC
(251.58) TC
(250.82) FL
JOIN EX.
21+06.53, 27.81 L PCC
(251.54) TC
250.85
250.96 FL, HP
0" CF
(251.46) TC
250.90 FL

BEGIN TRANSITION
20+97.79, 33.70 LT, PCC
251.45 TC
7 250.91 FL
2!12 IS250.92 FL

END TRANSITION
250.87 FL
0" CF
251.30 TC
250.63 FL

9.30'

6.98 EX. ROW
(251.64) FS
JOIN EX.
(251.60) FS
JOIN EX.
251.53 FS
(250.97) TC
(250.33) FL
JOIN EX.
'iw •
(251.53) FS
JOIN EX.
251.45 FS
EX. ROW A (251.51) FS "
4 JON EX. &, (1.9) ]
444. 444---<-<<--< lj
U RISR }] y/
Peg ]XL · l
• s
I #f 6
a

WILSHIRE BLVD

WILSHIRE BLVD
47+00 47+50 G
--------+----+ -----------�t-------------
0 0
48+00
---------t----------
48+50
4-)e
x
%
DATE
10 14 2025
865 South Figueroa Street, Suite 3200
Los Angeles, CA 90017
(213) 223-1400
ARIEF NAFTALI PE 64286
PSOMAS

INTEGRAL C&G
-°
1/
-2
2 ° .'
2°
-
-2 --
2 1/ °
2 1/
-° °
1/ - 2°
6"CF OR 8" CF
- - --
2°
-°
° ° °

CF PER PLAN
- -
GRAPH- IC SCALE 1"
-
10'
Note: For reduced sized prints, original scale is in inches 10' 5' 0' 10' 20'

CURB TRANSITION
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.

Underground Service Alert
gee. Cit: ILL REE
811

TWO WORKING DAYS BEFORE YOU DIG

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

I
· ·A
0 0
0 LEGEND:
r--------
1 I
________ J

CONSTRUCTION NOTES

G) ADJUST TO FINISHED GRADE (AS NOTED)
2 PROTECT IN PLACE

BEGIN TRANSITION
20+97.79, 33.70 LT, PCC
251.45 TC
7 250.91 FL
2!12 IS250.92 FL

END TRANSITION
250.87 FL
0" CF
251.30 TC
250.63 FL

9.30'

WILSHIRE BLVD

INTEGRAL C&G
-°
1/
-2
2 ° .'
2°
-
-2 --
2 1/ °
2 1/
-° °
1/ - 2°
6"CF OR 8" CF
- - --
2°
-°
° ° °

CF PER PLAN
- -
GRAPH- IC SCALE 1"
-
10'
Note: For reduced sized prints, original scale is in inches 10' 5' 0' 10' 20'

CURB TRANSITION
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.

Underground Service Alert
gee. Cit: ILL REE
811

TWO WORKING DAYS BEFORE YOU DIG

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

GV 18+00 17+50

6.66'

7.65'

6.59'

6.18' 4.24' 6.92'
8 8
CASE 4
CASE 4
8 CASE 1
1 PB
2 TS
SL
C&G 2
2 C&G
2'
2'
2'
2'
PB 9

13.88'
18+10.24, 20.21 RT, BCR
142.43 TC
17+49.93, 29.55 RT, POC
(141.99) TC
21+62.73, 22.66 RT, PRC
142.00 TC
17+74.70, 17.46 RT
(142.15) TC
20+98.27, 21.04 RT, ECR
142.44 TC
21+32.90, 18.39 RT
(142.32) TC
21+60.22, 17.98 RT, ECR
(142.26) TC
142.42 TC
141.92 FL
141.90 FL
0" CF
141.97 GB
142.36 TC/FS
142.30 FS
142.30 FS
142.42 TC
141.92 FL
141.91 FL
0" CF
142.32 FS
141.95 GB
142.30 FS
141.61 FL
0" CF
142.27 FS
142.25 FS
142.28 FS
142.30 FS
(141.73) FL
JOIN EX.
142.40 TC
141.90 FL
141.57 FL
0" CF
(141.89) FL
JOIN EX.
(141.76) FL
JOIN EX.
142.34 TC
141.84 FL
(141.71) FL
JOIN EX.
142.18 TC
141.68 FL
141.93 FL 141.94 FL
1'

5.62'
142.14 TC
141.64 FL
11 6
C2
C3
C4
C5
C6
141.66 FL

9.51'

4.00'

6.49'

4.00'

6.00'

4.00'
(142.03) FS
JOIN EX.
(142.10) FS
JOIN EX.
(142.20) FS
JOIN EX.
(142.27) FS
JOIN EX.
142.28 FS
142.25 TC/FS

12.05' 6.12' 7.42' 8.09'

1.97'
18 5.8%

6.9%

6.4%
(1.2%)

7.6%

9.2% 8.3%

7.4%
142.32 TC/FS
17+80.83, 17.52 RT, AP
142.34 FS
CC
CC SC
SC
CC SC
5 1 SIGN

9.22'
13 13 19+00 18+50
2 2'
6 CO

4.52'

10.57'
20+00
20+50
19+00
8 CASE 3
2 2 C&G
2 C&G
2 SL
PB
TS
19+86.53, 20.50 RT
(142.16) TC
141.48 GB
142.51 TC/FS
141.69 TC
141.19 FS
(142.64) BW
JOIN EX.
(142.58) TC/BW
JOIN EX.
(141.56) FL
JOIN EX.
141.82 BW
141.82 BW
142.38 TC/FS
(142.44) BW
JOIN EX.
(141.33) FL
JOIN EX.
141.91 TC
141.41 FL
141.86 TC
141.36 FL
(142.44) FS
JOIN EX.
(142.29) FS
JOIN EX.
142.26 FS
18+78.23, 18.11 LT, POC
(141.95) TC
9 141.74 TC
141.24 FS
19+96.85, 22.77 RT, BCR
141.99 TC
11 5
5 2'

7.99'

11.53'
PB
(4.8%)
(3.0%)

7.5%

7.5%
2'

4.00'

5.00'

4.08'
141.49 FL
(142.45) TC/BW
JOIN EX.
(142.46) TC
(142.46) TC

4.57' BC 142.41 TC
SC
SC
FH 2 CURB CORE
CC
CC

4.50'

1.7% 5.00'
141.70 TC
141.20 FS
19 19
2 LANDSCAPE
2 LANDSCAPE
6 27.20

8.04 5.57

7.93 10.89
22+92.60, 20.71 RT, POC
(144.37) TC
PB
3'

6.92' 5.2%

11.53'
(1.8%)
SL
FH
PB

7.7%
(3.5%)

7.2%
3'

4.00'

11.52'

0.5%

0.5%
1 5
11 6
C&G 2
2 TREE 2
8 CASE 1
1 SL
2 PB
TREE
2 C&G
11 11
5 SIGN 9
9 PB
C8
144.91 BW
144.99 BW
(144.85) FS
JOIN EX.
(145.05) BW
JOIN EX.
(144.59) BW
JOIN EX.
(143.84) FL
JOIN EX.
144.78 TC
144.28 FL
144.23 FL
0" CF
144.64 TC
144.14 FL
144.83 BW
144.88 BW
144.03 FL
(144.96) FS
JOIN EX.
144.87 TC
144.37 FL, HP
144.29 FL
0" CF
144.30 GB
14+51.44, 18.00 RT, ECR
144.65 TC
144.76 FS
144.78 FS
144.71 FS
14+52.41, 18.00 RT
(144.65) TC
(144.02) FL
JOIN EX.

6.66'

7.65'

6.59'

6.18' 4.24' 6.92'
2'
2'
1'

5.62'

9.51'

4.00'

6.4%

7.6%

9.2% 8.3%
155 N. SAN VICENTE BLVD
14+00
13+50
14+50 9.50' 5.00' 9.50' 12.02' 7.00' 4.00' 7.03' 7.63'
8 8
CASE 5
CASE 1
2 2
SL

CURB CORE
C&G 2
2 C&G
1 SIGN
2 SL
SLPB
2 TRASH CAN
2 TREE
2'
2'
2'
2'
24+02.47, 1.95 RT, BCR
145.76 TC
23+64.79, 1.93 RT
(145.52) TC
23+93.57, 17.94 LT
(144.86) TC
145.13 FL
0" CF
145.66 TC
145.16 FL
145.56 TC
145.06 FL
145.72 FS
(145.75) FS
JOIN EX.
(145.71) FS
JOIN EX.
145.71 FS
144.78 TC
144.28 FL
145.26 FL
(145.05) FL
JOIN EX.
(144.33) FL
JOIN EX.
144.85 BW
144.82 BW
145.25 TC/BW
145.23 TC/BW
144.76 TC/FS
145.12 FL
0" CF
144.79 TC/FS
145.18 FS
145.15 FS
(145.22) BW
JOIN EX.
(145.06) FS
JOIN EX.
23+69.57, 18.19 LT
(144.75) TC
(144.20) FL
JOIN EX.
23+00 24+00 23+50
2' 11
11 11
11 2 C&G
24+04.84, 15.57 RT, ECR
(145.84) TC
(145.36) FL
JOIN EX.

SIGN 1
(145.10) FS
JOIN EX.
(145.26) BW
JOIN EX.
23+11.29, 14.94 RT, POC
(145.11) TC

22.92 6.18 4.27 7.39'
6 6
PB
3'

6.92' 5.2%

11.53'
(1.8%)
SL
FH
PB

7.7%
(3.5%)

7.2%
3'

4.00'

11.52'
C6

0.5%

0.5%
5 11
6 6.9%

8.52' 7.9%

7.2%

4.00'
CASE 18
C5

13.91' 7.5%

8.50' 7.8% 4.00'
2'
2'

7.4%

6.3% 7.5%
(3.1%)
(3.2%) 7.5%
144.75 TC
144.25 FL

5.15'

4.47' 7.00'

7.39'
(145.08) FS
JOIN EX.
(145.13) FS
JOIN EX.
(145.40) FS
JOIN EX.
(145.37) FS
JOIN EX.
(145.39) FS
JOIN EX.
(145.35) FS
JOIN EX.
(145.38) FS
JOIN EX.
145.19 TC
144.69 FL
144.71 FL
0" CF
144.72 FL
0" CF
145.23 TC
144.73 FL
(144.64) FL
JOIN EX.
144.75 GB
C7
145.23 TC
145.24 TC
(145.76) FS
JOIN EX.
(145.82) FS
JOIN EX.
(145.74) FS
JOIN EX.
11 11
14+11.43, 17.74 RT, ECR
(145.24) TC
14+13.63, 21.46 RT, PRC
145.05 TC
(144.74) FL
JOIN EX.
144.73 FL
9 PB
BC
CC SC
CC SC
2 LANDSCAPE
2 C&G
LANDSCAPE2

CURVE DATA TABLE
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
RADIUS
110.00'
399.24'

2.00'
442.01'

7.00'

45.00'

2.50'

27.00'
LENGTH

24.05'

29.54'

4.91'

28.10'

18.87'

22.92'

5.22'

59.63'
DELTA
12°31'36"
4°14'22"
140°32'34"
3°38'32"
154°27'34"
29°11'12"
119°37'48"
126°32'39"

TANGENT

12.07'

14.78'

5.58'

14.05'

30.88'

11.72'

4.30'

53.62'

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
O B
CAL
EF Call: TOLL FREE RE
811
U
DI G
YO

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

CITY OF BEVERLY HILLS, CALIFORNIA

DATE REVISION BY CIVIL ENGINEERING DEPARTMENT
DATE
DATE
DATE

SCALE AS SHOWN
DRAWN

DESIGNED
F.B. NO.

CHECKED

PAGE TO

APPROVED
JOB NO.

SUBMITTED
PROJECT:

DATE
DRAWING NO.

SHEET OF
DATE
SHEET
(213) 223-1400
Los Angeles, CA 90017
865 South Figueroa Street, Suite 3200

WILSHIRE BOULEVARD

STREET IMPROVEMENTS
ARIEF NAFTALI PE 64286 DATE
BT
BT
NN
10/14/2025
10/14/2025
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.
18 10/14/2025
10/14/2025

STATE OF CAL I FORN I A
RE

GISTERED PROFESSIONAL
ENGI N
E
E
R
A

R I E F N A F T A
L I
No. 64286

C I V I L
0'
GRAPHIC SCALE 1" = 10'
Note: For reduced sized prints, original scale is in inches 10' 5' 10' 20'

SAN VICENTE BLVD
14 CURB RAMP

DETAILS

SAN VICENTE BLVD

N GALE DR

N HAMILTON DR

CONSTRUCTION NOTES

ADJUST TO FINISHED GRADE (AS NOTED)

PROTECT IN PLACE

REMOVE & CONSTRUCT PCC SIDEWALK PER CITY OF BEVERLY HILLS STD PLAN 105
REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION.

CONSTRUCT 8" HMA OVER 6" CMB.

CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STD PLAN 103 (CASE PER PLAN)

RELOCATE (AS NOTED)

SAWCUT LINE

SEE ELECTRICAL PLANS FOR TRAFFIC SIGNAL MODIFICATION
INSTALL BLACK HANDRAIL, MIN OF 42"

INSTALL LANDSCAPING
1 2
5 6
8 9
11 13
18 19

INTERSECTION AT SAN VICENTE BOULEVARD

AND HAMILTON DRIVE/GALE DRIVE
LEGEND:

ASPHALT CONCRETE PAVEMENT

PCC SIDEWALK

TRUNCATED DOME

LANDSCAPING
48"x30" CLEAR LANDING
STATE
OF

CAL I FORN I A

REGISTERED
PROF
E

S IONAL ENGINEER

A R I E
F
N
A
F
T A L INo. 64286 C I V I L
DATE
10 14 2025
865 South Figueroa Street, Suite 3200
Los Angeles, CA 90017
(213) 223-1400
PE 64286
144.65 TC
144.03 FL
I
14+51.44, 18.00 RT, ECR
RT
TC
(144 FL
EX.

ARIEF NAFTALI
0 0
0 0
0 0
0 0
PSOMAS

ADJUST TO FINISHED GRADE (AS NOTED)
CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STD PLAN 103 (CASE PER PLAN)
REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION.

CONSTRUCT 8" HMA OVER 6" €MB.

REMOVE & CONSTRUCT PCC SIDEWALK PER CITY OF BEVERLY HILLS STD PLAN 105

PROTECT IN PLACE
r--------
1 I
________ J
9) RELOCATE (AS NOTED)
@ SAWCUT LINE
@ see ELECTRICAL PLANS FOR TRAFFIC SIGNAL MODIFICATION
(18) INSTALL BLACK HANDRAIL, MIN OF 42"
@9 INSTALL LANDSCAPING
LEGEND:
@

CONSTRUCTION NOTES
CD
0 ®
9 145.05 TC
144.73 FL
144.71 FS
144.64 TC
144.14 FL
(145.24) TC
(144.74) FL
JOIN EX.
\
'

21.46 RT, PRC
144.23 FL
0" CF
145.23 TC
144.73 FL
14+13.63,
144.29 FL
0" CF
8 CASE
\
/
(145.38) FS \
JOIN EX.
\
9 144.75 GB
14+11.43, 17.74 RT, ECR
144.72 FL
0" CF
144.71 FL
0" CF
20'
SIGN 9
\
(145.84) TC
(145.36) FL
JOIN EX.
144.91 BW

15.57 RT, ECR
(145.82) FS
JOIN EX.
10'
,
. 144.83 BW
144.88 BW
1(144.59) 8W (145.05)
JOIN EX. JOIN EX.
.69 FL

44.87 TC
0'
. · ) FS
(145.39) FS
JOIN EX.
(145.37) FS
JOIN EX.
(145.35) FS
JOIN EX.
145.56 TC
145.66 TC
5'
JOI
(145.7 S
JOIN EX145.71 F
- - -
-
145.06 FL
23+64.79. 1.93 RT
(145.52) TC
(145.05) FL
JOIN EX.
10'
145.16 FL \
2 C&G
\
us cw
_145.13FL (145.74) Fs
0" CF JOIN EX.
-
,,,,,..., -c. 145.76) FS 3
4 ONEX.

SLPB
FS
5 11
1 SIGN
6 GRAPHIC SCALE 1" 10'
Note: For reduced sized prints, original scale is in inches 144.37 FL, HP
(144.96) FS
144.78 TC JOIN EX
144.28 FL TR
(144.85) FS
JOIN EX.
a±-
5, 9; A4
_
(6), a .2
i.X ?
IE
C8) PE ) .
. . . . 0 ,i
o
d
C&cG!2
pd

RT, POC
11 -"
(145.40) FS
JOIN EX.
(145.13) FS
JOIN EX.
(145.08) FS
JOIN EX.

RT, POC
N
Cl
+
0 0
2 +
0 o
2'
%
r'
(144.37)/ TC
(143.84) FL
JOIN EX.
22+92.6 , 20.71
8 R
(145.11) TC
(144.64) FL
JOIN EX.
23+11.29, 14.94
v
0 cN
SIGN(1)4 }/
(2 TREE
11 ?
. 0
6 r>
8CASE 5.
] g
\
0 uo)
·]
--
(
•• a
)LANDSCAPE

N HAMIL TON DR
145.76 TC
145.26 FL
\
\
(145.06) FS
JOIN EX.
144.75 TC
144.25 FL
1 ii

45.25 TC
JN \H
(142.26) TC
(141.73) FL
JOIN EX.

17.98 RT, ECR
cclsaj [
(145.22) 8W
JOIN EX.
11 145.15 FS -'
cclsc
23+93.57, 17.94 LT
(144.86) TC
(144.33) FL
JOIN EX.

LANDSCAPE 2
144.78 TC
144.28 FL '
(145.10) rs
]
JOIN EX.
11 (145.26) BW
JOIN EX.
23+69.57, 18.19 LT
(144.75) TC
(144.20) FL
JOIN EX.
21+60.22,
\
\
(142.32) TC
(141.89) FL
JOIN EX.
142.30 FS
142.27 FS
C6
/ 142.18 TC
141.68 FL
21+62.73, 22.66 RT, PRC
142.00 TC
141.66 FL
1 + .
\
o" cF
142.40 TC
141.90 FL
CC SC
142.42 TC
141.92 FL
142.36 TC FS
141.91 FL
141.61 FL
}, O" CF
\
20+98.27, 21.04 RT, ECR
142.44 TC
141.94 FL
141.97 GB
142.32
<
A
<d
4, 142.3

42.30 FS
\
\
JOIN
(142.10
11 T
,
142.28rs
enc/.4zsrs
(
]
142.2
8 ci
17+49.93, 29.55 RT, PO
(141.99) TC
(141.71) FL
JOIN EX.
(142.03) FS JOIN EX. oiitrtd,' .=f sis.2?
g62/-"
(142.16) TC
(141.56) FL
JOIN EX.

JOIN EX.
141.99 TC
141.49 FL
(142.27) FS
142.28 FS
C2

42.34 FS

42.34 TC

41.84 FL
18+78.23, 18.11 LT, POC
(141.95) TC
(141.33) FL
JOIN EX.

22. 77 RT, BCR
+
0 0
142.30 FS

4. 1 T

4. 19+96.85,
141.90 FL
0" CF 0
142.32 TC FS
141.86 TC
141.3 FL
SL
PB
TS
7+74.70, 17.46 RT
(142.15) TC
(141.76) FL
JOIN EX.
0 GV
2 LANDSCAPE
(142.44) FS
JOIN EX.

L
c
\ ' 1
18+10.24 20.21 RT BCR
142.43 TC
141.93 FL
i
0 142.42 TC -
141.92 FL
4 CASE 4
I

N GALE DR
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.
◊
TC
\
(142.44) BW
JOIN EX.
w
141.70 TC
141.20 FS
141.74 TC
141.24 FS
TC
JOIN EX.
(142.64) By
JOIN EX.

CC SC
(142.58) TC/BW
.O
+
0 • 141.69 TC o
1+l 141.19 FS
, [:A 9
0 141.91 TC
.50 141.41 FL
'g#pl\I (8 CASE 3
141.48 a 1 lg
(
z. 142.45) TC/BW
142.38_TC/FS )00' r?2 l] 2)CURB CORE
i �'Ilz LANDSCAPE
I 2 C&G
(142.29) FS
JOIN EX.

Underground Service Alert
gee. Cit: ILL REE
811

TWO WORKING DAYS BEFORE YOU DIG

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

DATE
10 14 2025
865 South Figueroa Street, Suite 3200
Los Angeles, CA 90017
(213) 223-1400
PE 64286
144.65 TC
144.03 FL
I
14+51.44, 18.00 RT, ECR
RT
TC
(144 FL
EX.

ARIEF NAFTALI
0 0
0 0
0 0
0 0
PSOMAS

ADJUST TO FINISHED GRADE (AS NOTED)
CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STD PLAN 103 (CASE PER PLAN)
REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION.

CONSTRUCT 8" HMA OVER 6" €MB.

REMOVE & CONSTRUCT PCC SIDEWALK PER CITY OF BEVERLY HILLS STD PLAN 105

CONSTRUCTION NOTES
CD
0 ®
9 145.05 TC
144.73 FL
144.71 FS
144.64 TC
144.14 FL
(145.24) TC
(144.74) FL
JOIN EX.
\
'

15.57 RT, ECR
(145.82) FS
JOIN EX.
10'
,
. 144.83 BW
144.88 BW
1(144.59) 8W (145.05)
JOIN EX. JOIN EX.
.69 FL

RT, POC
11 -"
(145.40) FS
JOIN EX.
(145.13) FS
JOIN EX.
(145.08) FS
JOIN EX.

N HAMIL TON DR
145.76 TC
145.26 FL
\
\
(145.06) FS
JOIN EX.
144.75 TC
144.25 FL
1 ii

45.25 TC
JN \H
(142.26) TC
(141.73) FL
JOIN EX.

17.98 RT, ECR
cclsaj [
(145.22) 8W
JOIN EX.
11 145.15 FS -'
cclsc
23+93.57, 17.94 LT
(144.86) TC
(144.33) FL
JOIN EX.

JOIN EX.
141.99 TC
141.49 FL
(142.27) FS
142.28 FS
C2

42.34 FS

42.34 TC

41.84 FL
18+78.23, 18.11 LT, POC
(141.95) TC
(141.33) FL
JOIN EX.

22. 77 RT, BCR
+
0 0
142.30 FS

4. 1 T

4. 19+96.85,
141.90 FL
0" CF 0
142.32 TC FS
141.86 TC
141.3 FL
SL
PB
TS
7+74.70, 17.46 RT
(142.15) TC
(141.76) FL
JOIN EX.
0 GV
2 LANDSCAPE
(142.44) FS
JOIN EX.

L
c
\ ' 1
18+10.24 20.21 RT BCR
142.43 TC
141.93 FL
i
0 142.42 TC -
141.92 FL
4 CASE 4
I

N GALE DR
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.
◊
TC
\
(142.44) BW
JOIN EX.
w
141.70 TC
141.20 FS
141.74 TC
141.24 FS
TC
JOIN EX.
(142.64) By
JOIN EX.

Underground Service Alert
gee. Cit: ILL REE
811

TWO WORKING DAYS BEFORE YOU DIG

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

CURVE DATA TABLE
Curve #
C1
C2
RADIUS

20.00'

35.00'
LENGTH

24.99'

66.15'
DELTA
71°34'40"
108°17'08"

TANGENT

14.42'

48.43'

TRACT PAD
(1.7%)

6.4%
(161.84) FS
JOIN EX.
161.38 FL
0" CF
111+17.83, 45.78 LT
(161.38) TC
(160.74) FL
JOIN EX.
(161.97) FS
JOIN EX.
161.95 FS
160.21 FS
160.20 FS
(159.91) FS
JOIN EX.
111+73.68, 34.91 RT
(159.52) TC
9+04.06, 32.03 RT, BCR
159.71 TC
160.15 FS
(159.08) FL
JOIN EX.
159.70 FL
0" CF
160.05 TC
159.55 FL
159.92 FL
0" CF
160.22 FS
159.86 FL
0" CF
160.20 TC
159.70 FL
111+71.99, 34.91 RT, ECR
159.62 TC
5'
160.25 FS
161.89 FS
160.18 FS
(162.19) FS
JOIN EX.
(162.04) FS
JOIN EX.
161.35 FL
0" CF
160.28 TC
159.95 FL, HP
160.13 FS
160.28 FS
(159.97) FS
JOIN EX.
(1.9%)

5.7%

7.3%

6.0%
(1.1%)
(2.3%)
(159.12) FL
JOIN EX.
(1.3%)
8+99.06, 32.03 RT
(159.67) TC
10+60.31, 27.03 RT
(162.03) TC
(161.10) FL
JOIN EX.
111+06.05, 45.99 LT, BCR
161.77 TC
10+54.34, 27.03 RT, ECR
162.07 TC
161.40 FL, HP
161.10 FL
159.76 FL
0" CF
(3.1%)
(161.98) FS
JOIN EX.
872
871
TRACT No. 4988,
M.B. 54, PGS. 98-99
TRACT No. 4988,
M.B. 54, PGS. 98-99
17 TRACT No. 4988,
M.B. 54, PGS. 98-99

7.3%
(1.9%)

8.0%

7.0%

2.9%
159.25 FL
159.12 FL

17.00' 6.00' 4.00' 6.07' 6.07' 4.00' 6.00'
C2

22.00'
C1 9+00 10+00 9+50 10+50
111+00
112+00
111+50

8.11' 6.04' 10.84'

5.2%

8.1% (3.2%) 0.2%

3.3%
EX. ROW
EX. ROW

7.62'

5.20'

6.00'
EX. ROW
EX. ROW
CB 2
C&G 2
C&G 2
11 TS 2
2 PB
TS 2 FH 2 C&G
8 6
11 4
CASE 1
5 11
5 4
2 TS
11 5
1 PB(2)
PPB 2
TS 2
11 6
9 PPB
8 CASE 1
8 CASE 1

15.00'

7.00'

13.08'

14.99'

8.76'

4.19'4.00'

6.51'

4.00'
11 5
2 PB

BIKE RACK
2 C&G
4'
PB 1
2 SCULPTURE
PB 1
5'
4'

2.8%
(159.95) FS, BC
JOIN EX.
(160.14) FS, EC
JOIN EX.

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
O B
CAL
EF Call: TOLL FREE RE
811
U
DI G
YO

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

CITY OF BEVERLY HILLS, CALIFORNIA

DATE REVISION BY CIVIL ENGINEERING DEPARTMENT
DATE
DATE
DATE

SCALE AS SHOWN
DRAWN

DESIGNED
F.B. NO.

CHECKED

PAGE TO

APPROVED
JOB NO.

SUBMITTED
PROJECT:

DATE
DRAWING NO.

SHEET OF
DATE
SHEET
(213) 223-1400
Los Angeles, CA 90017
865 South Figueroa Street, Suite 3200

WILSHIRE BOULEVARD

STREET IMPROVEMENTS
ARIEF NAFTALI PE 64286 DATE
BT
BT
NN
10/14/2025
10/14/2025
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.
18 10/14/2025
10/14/2025

STATE OF CAL I FORN I A
RE

GISTERED PROFESSIONAL
ENGI N
E
E
R
A

R I E F N A F T A
L I
No. 64286

C I V I L
0'
GRAPHIC SCALE 1" = 10'
Note: For reduced sized prints, original scale is in inches 10' 5' 10' 20'

WILSHIRE BLVD

CURB RAMP

DETAILS ROBERTSON BLVD
LEGEND:

ASPHALT CONCRETE PAVEMENT

PCC SIDEWALK

CONSTRUCTION NOTES

ADJUST TO FINISHED GRADE (AS NOTED)

PROTECT IN PLACE

REMOVE & CONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STD. PLAN 107

REMOVE & CONSTRUCT PCC SIDEWALK PER CITY OF BEVERLY HILLS STD PLAN 105
REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION. CONSTRUCT 8" HMA OVER 6" CMB.

CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STD PLAN 103 (CASE PER PLAN)

RELOCATE (AS NOTED)

SAWCUT LINE
1 2
4 5
6 8
9 11
15 INTERSECTION AT WILSHIRE BOULEVARD

AND ROBERTSON BOULEVARD

TRUNCATED DOME
48"x30" CLEAR LANDING
STATE
OF

CAL I FORN I A

REGISTERED
PROF
E

S IONAL ENGINEER

A R I E
F
N
A
F
T A L INo. 64286 C I V I L
I
LEGEND:

CONSTRUCTION NOTES
AousT TO FINISHED GRADE (AS NOTED)
@2 PROTECT IN PLACE

REMOVE & CONSTRUCT CURB AND GUTTER PER CITY OF BEVERLY HILLS STD. PLAN 107
(5) REMOVE & CONSTRUCT PCC SIDEWALK PER CITY OF BEVERLY HILLS STD PLAN 105
(6) REMOVE EXISTING ASPHALT PAVEMENT AND BASE SECTION. CONSTRUCT 8" HMA OVER 6" CMB.
(8) CONSTRUCT CURB RAMP PER CITY OF BEVERLY HILLS STD PLAN 103 (CASE PER PLAN)
@ RELOCATE (AS NOTED)
@) sAwCUT LINE
r--------
1 I
________ J
;
17 TRACT NO, 4088
' MB. 54, PGS, DB-09
(162.19) FS
JOIN EX.
(162.04) FS
JOIN EX.
2 SCULPTURE
(161.98) FS
JOIN EX. /
(161.97) F
JOIN EX.
_
(161.84) FS
J EX.

C)
EX. ROW
5 11

13.08'
111+17.83, 45.78
(161.38) TC
(160.74) FL
JOIN EX.

CB 2
T
RT
I
4 4 o
N
N
I
161.
161.10 FL
o
11 161.35 FL
0" CF
161.38 FL
0" CF
(162.03) TC
(161.10) FL
JOIN EX.
10+60.31, 27.03
f 61.40 FL, •
I
C&cG 2)
o
:j
0 z
!
LL
c
2 0
--+,..__
0 0
0 0
DATE
10 14 2025
15 865 South Figueroa Street, Suite 3200
Los Angeles, CA 90017
(213) 223-1400
ARIEF NAFTALI PE 64286
PSOMAS
FESS/
NAF
,' ?
..

C in
L} pr
' if
L
5' 0' 10' 20' 10
-
'
-
GRAPH- IC SCALE 1"
-
10'
Note: For reduced sized prints, original scale is in inches 871
ROW
159.62 TC
159.12 FL
111+71.99, 34.91 RT, ECR
-
(1
- �FS )
OIN EX.
(160.14) S, EC EX.

J N EX.
160.13 FS
160.20 FS
160.25FS
0 17.00' 159.08 F
- [ JOIN EX.
. z PB

2.8% 3 (sis RAcK
PB ? z
-l
ASE PB(2)
-
o0
9CASE
160.22 FS
160.15 FS
------
(159.95) FS, BC
JON EX. I
(159.91) FS
JOIN EX.

EX. ROW
y/
f
160.05 TC
159.55 FL
159.70 FL
0" CF
159.76 FL
0" CF
I
5 9+ ]lse]ti
11 159. 95 FL, HP
160.28 TC
C&G 2)
159.92 FL
0" CF
159.86 FL
o" CF
160.20 TC
159.70
,
FL
#i'
(159.67) TC
(159.12) FL
JOIN EX.
159.71 TC
159.25 FL
8+99.06, 32.03 RT
o + _
0 0
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
Underground Service Alert
Ee. Cit: I0LL FREE
811

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

TWO WORKING DAYS BEFORE YOU DIG CONNECTIONS MADE.

I
LEGEND:

CONSTRUCTION NOTES
AousT TO FINISHED GRADE (AS NOTED)
@2 PROTECT IN PLACE

C)
EX. ROW
5 11

13.08'
111+17.83, 45.78
(161.38) TC
(160.74) FL
JOIN EX.

J N EX.
160.13 FS
160.20 FS
160.25FS
0 17.00' 159.08 F
- [ JOIN EX.
. z PB

2.8% 3 (sis RAcK
PB ? z
-l
ASE PB(2)
-
o0
9CASE
160.22 FS
160.15 FS
------
(159.95) FS, BC
JON EX. I
(159.91) FS
JOIN EX.

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
Underground Service Alert
Ee. Cit: I0LL FREE
811

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

TWO WORKING DAYS BEFORE YOU DIG CONNECTIONS MADE.
6''SS
6''SS
6''W(ABAND)
6''W(ABAND)
6''W(ABAND)
6''G 6''G 6''G 6''G 6''G 6''G 6''G 6''G 6''G 6''G 6''G 6''G

PT&T'(ABNAND) PT&T'(ABNAND) PT&T'(ABNAND) PT&T'(ABNAND) PT&T'(ABNAND) PT&T'(ABNAND) PT&T'(ABNAND) PT&T'(ABNAND) PT&T'(ABNAND) PT&T'(ABNAND)

SL SL SL SL SL SL SL SL SL SL
SL
4''W(ABAND) 4''W(ABAND)
8''SS(ABAND) 8''SS(ABAND) 8''SS(ABAND) 8''SS(ABAND) 8''SS(ABAND) 8''SS(ABAND) 8''SS(ABAND) 8''SS(ABAND) 8''SS(ABAND) 8''SS(ABAND) 15''SS 15''SS 15''SS 15''SS 15''SS 15''SS 15''SS 15''SS 15''SS 15''SS 15''SS 6''W
6''W
6''W
6''W
6''W

PT&T'(ABNAND)
PT&T
PT&T
PT&T
PT&T
PT&T
PT&T
SL
SL
SL
SL
SL
8''SS
8''SS
8''SS
8''SS
27''SD
27''SD
27''SD 27''SD 27''SD
12''W 12''W
15''SS 15''SS 15''SS 15''SS 15''SS 15''SS 15''SS 15''SS 15''SS 15''SS 15''SS E
E
E
E
E
PT&T
PT&T
PT&T
PT&T
PT&T
PT&T
PT&T
PT&T

SL SL SL SL SL SL SL SL
SL
SL
SL
12''W
12''W
12''W
PT&T
PT&T
PT&T
PT&T
PT&T 3''G
3''G
3''G
PT&T
PT&T
PT&T 12''W
12''W 12''W PT&T PT&T PT&T PT&T PT&T
PT&T
PT&T
12''W
23'
27'
12' 100'

CITY R/W

CITY R/W
EX. EVP

DETAIL B
∅6 PV
∅6 PV
∅3 PV
∅4P
∅6
∅2P
∅4
∅4P
∅4,∅7
EX. DETAIL B
∅2
∅2P
PV
∅4,∅7
PV
∅2
∅8P
∅8
∅8
∅3 13' 10' 10.5' 10' 10' 10' 11.5' (5') 10.5' 10' 10' 9' 10' 10' 10.5' (11')
(10')
(10') (10')
(9')
(9')
(10') (11')
(10') (10')
(10')
EX. R10-7
EX. SERVICE
13'
35'
40'
75' 15' 35' 35' 15'
12'
12' 4'
4'

CITY R/W

CITY R/W
EX. "3-WAY
SIGNAL" SIGN
CCTV
EX. CCTV
A
B
C
E
F
G
∅2
∅2
2 6
8 LOOPSAB
F=16'
3 CC
D
4 7
CC
PB RC
12'
∅2
EX. FIBER CABINET
EX. TS CABINET
RC RC EX. VIDEO
EX. VIDEO
PB PB
18'
EX. 4"C

SIC TO SPALDING
2- 12 SME
EX. 4"C

SIC TO CHARLEVILLE
1- 12 SME
EX. 4"C

SIC TO SPALDING

SIC TO CHARLEVILLE
1- 12 SME
EX. 3"C
3-48SME
1-12SME
EX. 3"C
3-48SME
EX. 3"C
3-48SME
EX. 3"C
3-48SME
1-12SME
EX. 3"C
3-48SME
1-12SME
EX. 4"C
2-SIC
2 VIDEO
2 CCTV
1-12SME
1 RC
7 8
1 2
3 4
5 6
10 12
11 13
9 EX. 3"C
2 - CCTV
2 - VIDEO
1 - SIC
12'
4'
4'
2' 2'
14 15
H
I
∅8P
8 2
CB
8 2
PB
AB
AB
5 ∅1 ∅4

PHASE DIAGRAM
∅2 ∅3
∅5 ∅6
0'
GRAPHIC SCALE I" = 20'
Note: For reduced sized prints, original scale is in inches 20' 10' 20' 40'
S. SANTA MONICA BLVD (25 MPH)
TYPE
No.

STANDARD
B
A
C
E
F
G
-

PED SIGNAL
POLE

VEHICLE SIGNAL MOUNTING

MAST ARM
S.N.S. (NON-ILLUM)
E
25'(N)

POLE SCHEDULE
SIG.

M.A.

LUM.

M.A.

LUMINARE
LED
(WATT) MTG.
-

POLE LOCATION
(SEE DETAIL"A")
B C
B -E
C
C
E
-BB.C.R.

E.C.R.

TOP OF CURB

POLE LOCATION - DETAIL A
CONSTRUCTION NOTES:
1 REMOVE AND SALVAGE EXISTING TYPE 19-2-100 AND REMOVE AND DISPOSE OF EXISTING FOUNDATION COMPLETE. FURNISH AND INSTALL NEW TYPE 19-3-100 AND CONSTRUCT NEW FOUNDATION COMPLETE PER CALTRANS STD. PLAN ES-7E. RELOCATE EQUIPMENT PER PLAN AND POLE SCHEDULE.

FURNISH AND INSTALL #6 PULL BOX WITH FIBRELYTE LID FL 36 PER CITY OF BEVERLY HIL STD. PLAN BH 404.

FURNISH AND INSTALL 12" 3-SECTION R,Y,G SIGNAL HEAD ON EXISTING TYPE 1-A.

FURNISH AND INSTALL TYPE 1-A AND CONSTRUCT NEW FOUNDATION COMPLETE PER CALTRANS STD. PLAN ES-7B. FURNISH AND INSTALL EQUIPMENT PER PLAN AND POLE SCHEDULE.

IF CONDUITS ARE DAMAGED DURING THE PULL BOX REMOVAL, REPAIR THE CONDUITS TO B FUNCTIONAL FOR FUTURE USE.

RELOCATE CCTV AND VIDEO EQUIPMENT FROM EXISTING POLE TO NEW POLE. REWIRE CCTV AND VIDEO TO MAKE AN OPERABLE SYSTEM.

RELOCATE EXISTING TYPE 1-A TO PROPOSED LOCATION AND CONSTRUCT NEW FOUNDATION COMPLETE PER CALTRANS STD. PLAN ES-7E. RELOCATE EQUIPMENT PER PLAN AND POLE SCHEDULE. REMOVE AND DISPOSE OF EXISTING FOUNDATION COMPLETE.

FURNISH AND INSTALL NEW TYPE 2 POST AND CONSTRUCT NEW FOUNDATION COMPLETE P CALTRANS STD. PLAN ES-7A. INSTALL PULL ROPE.

ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.

INSTALL CONDUIT INTO EXISTING PULL BOX.

CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED.

EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.

CONDUCTOR TABLE
-15'
40' 15' 160
- WILSHIRE BL
26-4-100
1-A(R)
19-3-100(N)
1-A
17-3-100
WILSHIRE BLVD (25MPH)
HEIGHT
30'
10'
30'(N)
10'
30'
-15'(N)
-15'
- 160(R)
-160
SV-1-T
TV-1-T(R)
SV-1-T(R)
TV-2-T(N)
SV-2-T

WILSHIRE BL(R)
2-MAS
-MAS
- -
19-3-100 30' 25' 15' 160 MAS SV-1-T S. SANTA MONICA BL

DETAIL B
Y
R
G
STATE
CABLE
12 CSC
#10 LIGHTING

CONDUIT FILL
2(N)
1 2 3 4 5 6 7 8 9 10
ALL SIGNAL CONDUCTORS ARE EXISTING (N) = NEW CONDUITS/CONDUCTOR RUN No.
2 AB
CB
2(N)
GENERAL NOTES:

1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (2024) AND THE SPECIAL PROVISIONS.

2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION AS APPROVED BY THE CITY ENGINEER AT NO ADDITIONAL COST.

3. ALL NEW CONDUIT BETWEEN ADJOINING PULL BOXES SHALL BE 3" GALVANIZED RIGID CONDUIT UNLESS SHOWN OTHERWISE.

4. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES.

5. SIGNAL CONDUCTOR CABLE SHALL BE CONTINUOUS, EXCEPT AS REQUIRED.

6. ALL NEW VEHICLE INDICATIONS SHALL BE 12" LED.

7. ALL NEW PULL BOXES SHALL BE #6 WITH FIBRELYTE LID FL 36, UNLESS SHOWN OTHERWISE.

8. ALL PULL BOX ADJUSTMENTS MAY REQUIRE CABLE INSTALLATION FOR THE ENTIRE CIRCUIT AND NO SPLICING IS ALLOWED BETWEEN THE TRAFFIC HEAD AND PULL BOX.

9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THAT ALL SIGNAL HEADS HAVE THEIR OWN CABLE AND CORRECT IF NEEDED. JUNCTION BOXES ARE NOT ALLOWED ON THE SIGNAL POLES.

10. CONTRACTOR SHALL POTHOLE PROPOSED POLE LOCATION TO ENSURE NO UTILITY CONFLICT.

11. CONTRACTOR SHALL ADD RETROREFLECTIVE BORDERS TO THE EXISTING AND PROPOSED SIGNAL BACKPLATES PER CALTRANS LATEST SPECIFICATION.

SIGNAL EQUIPMENT IS EXISTING UNLESS SHOWN AS (N)=NEW OR (R)=RELOCATED. 1(N)

CONDUIT SIZE

TRAFFIC SIGNAL

MODIFICATION
∅7 ∅8
SP-1-CS
SP-1-CS
SP-1-T(N)
SP-1-CS S. SANTA MONICA BL
NOT
USED
NOT
USED
(NO SCALE)
ALL LENSES -12"
GA

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
O B
CAL
EF Call: TOLL FREE RE
811
U
DI G
YO

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

CITY OF BEVERLY HILLS, CALIFORNIA

DATE REVISION BY CIVIL ENGINEERING DEPARTMENT
DATE
DATE
DATE

SCALE AS SHOWN
DRAWN

DESIGNED
F.B. NO.

CHECKED

PAGE TO

APPROVED
JOB NO.

SUBMITTED
PROJECT:

DATE
DRAWING NO.

SHEET OF
DATE
SHEET
(714) 751-7373
Santa Ana, CA 92707
5 Hutton Centre Drive, Suite 300
ARIEF NAFTALI PE 64286 DATE
10/14/2025
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.

STATE OF CAL I FORN I A
RE

GISTERED PROFESSIONAL
ENGI N
E
E
R
A

R I E F N A F T A
L I
No. 64286

C I V I L
18 84'
44'
40'
14'
30'
30'
10'
(12")
(12")
(12")
(LT∅) BEVERLY HILLS

PURPLE LINE EXTENSION

INTERSECTION AT
S. SANTA MONICA BLVD AND WILSHIRE BLVD
BP
BP

STATE OF CAL I FORN I A
RE

GISTERED PROFESSIONAL
ENGIN
E
E
R
A

R I E F N A F T A
L I
No. 64286

C I V I L
N. SANTA MONICA BLVD
16 -
- EXISTING

EXISTING

EXISTING
CC
MAS(R)
MAS(N) 0' - 3'
3 D 1-A(N) 10'(N) - - - - SP-1-T(N) - 13' - 6.5'
SP-1-CS
4 5

CIRCUIT
- 1' 4'
EX. 2"C 1-12SME
EX. 3"C
EX. 3"C
6 EX. 3"C
2 - CCTV
2 - VIDEO
AWG
11 12
28 CSC
5 CSC
3 CSC
VIDEO
CCTV
EVP
#8 SERVICE
2(N)
-
-
-
2(N)
2(N)
1(N)
-
-
2(N)
-
-
-
-
-
-
-
-
-
-1(N)
1(N)
-
2 -
-
1 -1
-
-
2 -
-
2 -1
-
-
2 -
-
2 -1
-
-
2 -
-
-
-
-1
2 1
-
2 -
-
-
-
1 1
-
-
-
2 2
2 1
-
2 -
-
-
-
2(N)
1(N)
2(N)
1(N)
2(N)
1(N)
2 1
-
-
2(N)
1(N)
2 1
-
-
2(N)
1(N)
2 -
-
-
-
2 -
-
-
2 -
-
-
-
2 -
-
-
13 2
1 1
2,1(N)
2,2(N)
-
-
-
-
2 SIC
3"(N) 3"(N) 2(N) 2.5" 2.5" 2.5" 2" 2" 3",2" 3" 3" 3" 3-3" 13% 13% 6% 20% 31% 31% 20% 29% 8% 20% 20% 3% 2%
7 TV-1-T(N)
14 15
PULL ROPE - - - - - - - - - - - - - 1 1
-
-
-
-
-
-
-
-
-
-
2" 2"
-
-
-
-
-
-
-
-
-
-
2% 2%
H
I
TYPE 2 POST
TYPE 2 POST
4'-7"(N) - - - - - - - - 2' 2.5'
4'-7"(N) - - - - - - - - "SEE PLAN"
8 RC
- - LAG
LEAD
STATE
OF

CAL I FORN I A

REGISTERED
PROF
E

S IONAL ENGINEER

A R I E
F
N
A
F
T A L INo. 64286 C I V I L
2°
2%
2°
2% 2%
2 3-3
DATE
10 14 2025
16 3"
2 3%
5 Hutton Centre Drive, Suite 300
Santa Ana, CA 92707
(714) 751-7373
3"°
20%
3"
20%
PE 64286
8%
2° 3.2"
20% 29%

ARIEF NAFTALI
PSOMAS
31%

2.5°
31%

2.5°
20%

2.5°
6%
BP
BP
13%
REMOVE AND SALVAGE EXISTING TYPE 19-2--100 AND REMOVE AND DISPOSE OF EXISTING FOUNDATION COMPLETE. FURNISH AND INSTALL NEW TYPE 19--3--100 AND CONSTRUCT NEW FOUNDATION COMPLETE PER CAL TRANS STD. PLAN ES- 7E. RELOCATE EQUIPMENT PER PLAN AND POLE SCHEDULE.
13%

CONDUCTOR TABLE
RUN No.
1 7 8 9 15
2(N) 2 2 2
1 1(N) 1 1 2
1(N) 1
2(N) 2(N) 2 2 2 2 2 2 2 2 2
2(N) 2(N) 2(N) 2(N) 2(N) 2 2(N) 2(N) 2,2(N)
1(N) 1(N) 1(N) 1(N) 1(N) 2 1(N) 1(N) 2,1(N)
3"(N) 3"(N) 2(N)
ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.

INSTALL CONDUIT INTO EXISTING PULL BOX.

CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED.

JRc] EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.
]2]FURNISH AND INSTALL 46 PULL BOX WITH FIBRELYTE LID FL 36 PER CITY OF BEVERLY HILLS STD. PLAN BH 404.

RELOCATE EXISTING TYPE 1--A TO PROPOSED LOCATION AND CONSTRUCT NEW FOUNDATION COMPLETE PER CAL TRANS STD. PLAN ES- 7E. RELOCATE EQUIPMENT PER PLAN AND POLE SCHEDULE. REMOVE AND DISPOSE OF EXISTING FOUNDATION COMPLETE. fal FURNISH AND INSTALL NEW TYPE 2 POST AND CONSTRUCT NEW FOUNDATION COMPLETE PER L') CALTRANS STD. PLAN ES-7A. INSTALL PULL ROPE.
6] RELOCATE CCTV AND VIDEO EQUIPMENT FROM EXISTING POLE TO NEW POLE. REWIRE CCTV AND VIDEO TO MAKE AN OPERABLE SYSTEM.
0 FURNISH AND INSTALL 12" 3--SECTION R,Y,G SIGNAL HEAD ON EXISTING TYPE 1--A.

FURNISH AND INSTALL TYPE 1--A AND CONSTRUCT NEW FOUNDATION COMPLETE PER CALTRANS STD. PLAN ES--7B. FURNISH AND INSTALL EQUIPMENT PER PLAN AND POLE SCHEDULE.
0 IF CONDUITS ARE DAMAGED DURING THE PULL BOX REMOVAL, REPAIR THE CONDUITS TO BE FUNCTIONAL FOR FUTURE USE.
0 IT]

CONSTRUCTION NOTES-
[D
3 csc
5 csc
28 csc

CIRCUIT
12 csc
AWG
STATE
CABLE
#48 SERVICE
#10 LIGHTING
SIC
VIDEO

CONDUIT FILL

CONDUIT SIZE

PULL ROPE
EVP
CCTV
ALL SIGNAL CONDUCTORS ARE EXISTING (N) = NEW CONDUITS/CONDUCTOR /
Y R/W
o
2 -
o
9 o
-
0 c 8
0 -
o
9 or
c
c
E.C.R.
g B
C
LJ
LJ

POLE LOCATION - DETAIL A

TOP OF CURB
2' 2.5'
"SEE PLAN"

POLE LOCATION
(SEE DETAIL"A")
E B C

EXISTING
1' 4'
o' 3'
13' 6.5'

EXISTING

EXISTING
___ -_z -
/'('----__,T____
EX. 4"C_/

I CITY R/W

SIC TO SPALDING
7 2- 12 SME

1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO STATIE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (2024) AND TIHE SPECIAL PROVISIONS.

2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION AS APPROVIED BY TIHE CITY ENGINEER AT NO ADDITIONAL COST.

ALL NEW CONDUIT BETWEEN ADJOINING PULL BOXES SHALL BE 3" GALVANIZED RIGID CONDUIT UNLESS SHOWN OTHERWISE.

CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES.

SIGNAL CONDUCTOR CABLE SHALL BE CONTINUOUS, EXCEPT AS REQUIRED.

6. ALL NEW VEHICLE INDICATIONS SHALL BE 12" LED.

7. ALL NEW PULL BOXES SHALL BE 46 WITH FIBREL YTE LID FL 36, UNLESS SHOWN OTHERWISE.

8. ALL PULL BOX ADJUSTMENTS MAY REQUIRE CABLE INSTALLATION FOR THE ENTIRE CIRCUIT AND NO SPLICING IS ALLOWED BETWEEN THE TRAFFIC HEAD AND PULL BOX.

9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THAT ALL SIGNAL HEADS HA VIE TIHEIR OWN CABLE AND CORRECT IF NEEDED. JUNCTION BOXES ARE NOT ALLOWED ON THE SIGNAL POLES.

10. CONTRACTOR SHALL POTIHOLE PROPOSED POLE LOCATION TO ENSURE NO UTILITY CONFLICT.

11. CONTRACTOR SHALL ADD RETROREFLECTIVE BORDERS TO THE EXISTING AND PROPOSED SIGNAL BACKPLATES PER CAL TRANS LATEST SPECIFICATION.

GENERAL NOTES:

WILSHIRE BL(R)
S.N.S. (NON-ILLUM)
S. SANTA MONICA BL
40'
MTG.

SP--1--CS
20'
POLE
SV-1-T
SV-2-T SP-1-CS WILSHIRE BL
SV-1--T SP-1-CS S. SANTA MONICA BL
TV--1-T(N) SP--1--T(N)
TV--1--T(R)
SV-1-T(R) SP--1--T(N)
TV--2-T(N) SP-1--CS

POLE SCHEDULE
o'
MAS
MAS
2-MAS

MAST ARM

VEHICLE SIGNAL MOUNTING PED SIGNAL
/
20 -
' 10'
- - -
160
160
160
GRAPHIC SCALE " 20'
Note: For reduced sized prints, original scale is in inches 160(R)

LUM IN ARE
LED
(WATT)
15'
15'
/

3. G
\
,/

4. 5.
25'
40' 15'
15'
SIG. LUM.

M.A. M.A.
25'(N) 15'(N)

STANDARD
No.

TYPE HEIGHT
® 26-4-100 30'
@ 1-A(R) 10'
© 19-3-100(N) 30'(N)
@ 1-A(N) 10'(N)
O 19--3--100 30'
® 1--A 10'
© 17--3-100 30'
(8) TYPE 2 POST 4'-7"()
CD TYPE 2 POST 4'-7"(0)
SIGNAL EQUIPMENT IS EXISTING UNLESS SHOWN AS (N)=NEW OR (R)=RELOCATED. 8 4
a as
EX. TS CABINET
EX. SERVICE
EX. FIBER CABII E
7 3
LEAD
•
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.
2 6

PHASE DIAGRAM
-/
/ I
CITY R/W EX. 3"c
3-48SME
12 EX. 3"C
1--12SME
2 - CCTV EX. 4"C
2 - VIDEO 2-SIC
1 - SIC 2 VIDEO
2 CCTV
1 -7 EX. 3"C
3-48SME
1-12SME
/
O R(12)
0 Y(2) �I
0 c(12) al
-( o0
0 GA (LI@) 3°
<
«G

DETAIL B &
et." (NO SCALE)
,,
' ALL LENSES -12"
05 1
NOT
USED
NOT
USED
Underground Service Alert
+ 0#t: IL TREE
811

TWO WORKING DAYS BEFORE YOU DIG

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.
2°
2%
2°
2% 2%
2 3-3
DATE
10 14 2025
16 3"
2 3%
5 Hutton Centre Drive, Suite 300
Santa Ana, CA 92707
(714) 751-7373
3"°
20%
3"
20%
PE 64286
8%
2° 3.2"
20% 29%

ARIEF NAFTALI
PSOMAS
31%

2.5°
31%

2.5°
20%

INSTALL CONDUIT INTO EXISTING PULL BOX.

CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED.

JRc] EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.
]2]FURNISH AND INSTALL 46 PULL BOX WITH FIBRELYTE LID FL 36 PER CITY OF BEVERLY HILLS STD. PLAN BH 404.

CONSTRUCTION NOTES-
[D
3 csc
5 csc
28 csc

CIRCUIT
12 csc
AWG
STATE
CABLE
#48 SERVICE
#10 LIGHTING
SIC
VIDEO

CONDUIT FILL

CONDUIT SIZE

PULL ROPE
EVP
CCTV
ALL SIGNAL CONDUCTORS ARE EXISTING (N) = NEW CONDUITS/CONDUCTOR /
Y R/W
o
2 -
o
9 o
-
0 c 8
0 -
o
9 or
c
c
E.C.R.
g B
C
LJ
LJ

POLE LOCATION - DETAIL A

TOP OF CURB
2' 2.5'
"SEE PLAN"

POLE LOCATION
(SEE DETAIL"A")
E B C

EXISTING
1' 4'
o' 3'
13' 6.5'

EXISTING

EXISTING
___ -_z -
/'('----__,T____
EX. 4"C_/

I CITY R/W

SIC TO SPALDING
7 2- 12 SME

1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO STATIE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (2024) AND TIHE SPECIAL PROVISIONS.

2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION AS APPROVIED BY TIHE CITY ENGINEER AT NO ADDITIONAL COST.

ALL NEW CONDUIT BETWEEN ADJOINING PULL BOXES SHALL BE 3" GALVANIZED RIGID CONDUIT UNLESS SHOWN OTHERWISE.

CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES.

SIGNAL CONDUCTOR CABLE SHALL BE CONTINUOUS, EXCEPT AS REQUIRED.

6. ALL NEW VEHICLE INDICATIONS SHALL BE 12" LED.

7. ALL NEW PULL BOXES SHALL BE 46 WITH FIBREL YTE LID FL 36, UNLESS SHOWN OTHERWISE.

8. ALL PULL BOX ADJUSTMENTS MAY REQUIRE CABLE INSTALLATION FOR THE ENTIRE CIRCUIT AND NO SPLICING IS ALLOWED BETWEEN THE TRAFFIC HEAD AND PULL BOX.

9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THAT ALL SIGNAL HEADS HA VIE TIHEIR OWN CABLE AND CORRECT IF NEEDED. JUNCTION BOXES ARE NOT ALLOWED ON THE SIGNAL POLES.

10. CONTRACTOR SHALL POTIHOLE PROPOSED POLE LOCATION TO ENSURE NO UTILITY CONFLICT.

11. CONTRACTOR SHALL ADD RETROREFLECTIVE BORDERS TO THE EXISTING AND PROPOSED SIGNAL BACKPLATES PER CAL TRANS LATEST SPECIFICATION.

GENERAL NOTES:

WILSHIRE BL(R)
S.N.S. (NON-ILLUM)
S. SANTA MONICA BL
40'
MTG.

SP--1--CS
20'
POLE
SV-1-T
SV-2-T SP-1-CS WILSHIRE BL
SV-1--T SP-1-CS S. SANTA MONICA BL
TV--1-T(N) SP--1--T(N)
TV--1--T(R)
SV-1-T(R) SP--1--T(N)
TV--2-T(N) SP-1--CS

POLE SCHEDULE
o'
MAS
MAS
2-MAS

MAST ARM

VEHICLE SIGNAL MOUNTING PED SIGNAL
/
20 -
' 10'
- - -
160
160
160
GRAPHIC SCALE " 20'
Note: For reduced sized prints, original scale is in inches 160(R)

LUM IN ARE
LED
(WATT)
15'
15'
/

3. G
\
,/

4. 5.
25'
40' 15'
15'
SIG. LUM.

M.A. M.A.
25'(N) 15'(N)

STANDARD
No.

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WOR"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.
2 6

DETAIL B &
et." (NO SCALE)
,,
' ALL LENSES -12"
05 1
NOT
USED
NOT
USED
Underground Service Alert
+ 0#t: IL TREE
811

TWO WORKING DAYS BEFORE YOU DIG

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

HUMP
City of Los Angeles
City of Beverly Hills SAN VICENTE

MARYLAND
ORLANDO AVE.

DR.

GALE DR. BLVD. City of Los Angeles City of Beverly Hills AVE.

LINDENHURST 10' 17.5' 17.5' 55' 10' 8" LAWD, 18' W/E p.p.

Mc.b. c.b. W12-1 cb c. b. W12-1 OM1-3
R1-1
W12-1, OM1-3 R6-1(RT),
3" SCG, 16' E/W (aban)
R6-1(RT), Bus Pad OM1-3 CR=15'
cb CR=15' R1-1,
4" SCG, 19' E/W CR=15' R3-1
cbCR=15'
cb
3" SCG, 16' S/N
6" BWS, 17' N/S R1-1 3" SCG 14' W/E (aban) R1-1 CR=27' R1-1 c.b. R6-1(RT) CR=15' CR=15' W12-1 OM1-3 R9-3bP(2) R3-5R SP# 120584M R6-1(RT) R5-1 R5-1a R5-1 R5-1a R10-11 OM1-3 R1-1 R6-1(LT)
STOP R1-1 R6-1(RT) 12"
20' M.A. R73-2(CA) Ø5 12" Ø8 Ø6 sns PV12" 12" Ø4ppb Ø4 G,R Only Ø1 12" 12" Ø4 20' M.A. 12" sns Ø8 12"4P 2P Ø1 12" Ø4ppb Ø2 4P Ø4 Ø1 Ø2 Highmounted R81(CA) Ø4ppb
Highmounted at 18' PV OLA 6P 12"Ø6 12" 12" 6P OLA PV G,R Only 12" Ø8 Ø6 Ø5 @ 18' Ø5 12" 4P 30' M.A.

Highmounted @ 14' sns I/C to 6th St. R9-3bP(2) I/C To La Cienega Blvd. OLB PV 9 10
8 4
7 5
3 11
2 1
6 sns R9-3(2) sns
12'
18'
18'
10' 40' 40'
12' 18'
28' 6' 16'
12' 10' 17' 17' 10' Ø4
7 6
8 Ø5 Ø1 Ø4
1 23
5 Ø8 Ø8
4 LIMIT OF PAVEMENT REHAB LIMIT OF PAVEMENT REHAB LIMIT OF PAVEMENT REHAB 4P 12" OLB PV Ø2 12" 2P Ø4ppb 3 3
6 5
6 5
55'
10'

17.5'

17.5'
10'
60'
10'
20'
20'
10'
85'
10'
20'
20'
16'
16'
170'
10' 74' 74' 12'
18' 28' 28'
46'
7' 11' 11' 10' 2'
6' 11' 11' 10' 2'
12' 2'
12' 10' 10' 10' 6' 8' 2'
10' 10' 11'
6' 7'
2'
4 4
5 6 12
8 1
2 4' 33'
9 10
4' 12' 12' 11 17 18 Scale: 1" = 20' 555 SOUTH FLOWER STREET, SUITE 4300 LOS ANGELES, CA 90071 213.223.1400 www.psomas.com WESTERN FIELD CHECK 06/10/2025 PROJ-MSR12094 GALE DR., ORLANDO AVE. & SAN VICENTE BLVD. 15930-XYZ.DWG 15930 XYZ AS BUILT 36 120
18 60 40 20 0 10 20 1" = 20'
6 3 0 6 12
1" = 40'

ORIGINAL MAPS SCALE
40 12
40 12
20 6
0 0
80 24
100 FEET
24 80
METERS (Approx.) 30
200
48 160 FEET
METERS (Approx.) 60 NOTICE TO CONTRACTOR CONT'D 5. ARRANGEMENTS FOR OBTAINING ANY MATERIALS IDENTIFIED TO BE SUPPLIED BY LADOT SHALL BE MADE TEN (10) WORKING DAYS IN ADVANCE BY CONTACTING THE LADOT FIELD OPERATIONS DIVISION AT (213) 928-9603. HOWEVER, TRAFFIC SIGNAL CONTROLLERS REQUIRE SIXTY (60) WORKING DAYS ADVANCE NOTICE AND MUST BE PICKED UP WITHIN FIFTEEN (15) WORKING DAYS AFTER NOTIFICATION. CONTACT LADOT SIGNAL SHOP AT (213) 473-8468 TO COORDINATE CONTROLLER DELIVER AND/OR PICKUP. 6. ALL IDENTIFIED TRAFFIC SIGNAL EQUIPMENT SHALL BE RETURNED TO LADOT. ARRANGEMENTS FOR RETURNING IDENTIFIED EQUIPMENT TO LADOT SHALL BE MADE FIVE (5) WORKING DAYS IN ADVANCE BY CONTACTING THE LADOTMATERIAL SERVICES DIVISION AT (213) 928-9636. PHASE PED. PUSH BUT'N No. FOUND. TYPE TYPE TYPE REMARKS/RELATED NOTES S I G N A L S T A N D A R D S C H E D U L E 1 332 Cab. F-332
23 4
7810 See Note 1
6 * 20 22 BUS DLC (1-PAIR) 12 X #14 & 1 X #10 (COM) 13 CONDUCTOR CABLE 28 CONDUCTOR CABLE 9 CONDUCTOR CABLE 5 CONDUCTOR CABLE DLC (EXISTING) DLC (3 PAIR) 27 X #14 & 1 X #10 (COM) 8 X #14 & 1 X #10 (COM) 5 X #14 12141818 I
LTNo.

UMSIZE
6 SERVICE DLC (2 PAIR)
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 21 22 23 24 C O N D U C T O R S C H E D U L E R U N CONDUIT SIZE I/C (12 PAIR) CABLE / WIRE 18 DLC (4 PAIR) 614 PED PUSHBUTTON CONTRACTOR SHALL ADD/INSTALL NEW CONDUCTORS/CABLES IN EXISTING CONDUIT AS DESIGNATED IN THE CONDUCTOR SCHEDULE. ALL EXISTING CONDUCTOES/CABLES SHALL BE PROTECTED AND MAINTAINED IN EXISTING CONDUITS. *
*
*
*
*
*
*
*
*
*
*
*
*
*
* 25 26 27 28
*
*
*
*
* PURSUANT TO THE STATE OF CALIFORNIA PROFESSIONAL ENGINEERS ACT, BUSINESS AND PROFESSIONAL CODE SECTION 6703, THE RESPONSIBLE CHARGE OF WORK FOR THE ENGINEER OF RECORD INCLUDES THE INVESTIGATION OF SITE CONDITIONS NECESSARY TO SUPPORT THE DESIGN OF PROFESSIONAL ENGINEERING RELATED WORK. PURPLE LINE EXTENSION - COBH *
-
-
*
*
R E V I S I O N D E S C R I P T I O N NO. T.E. DATE
DATE
TIMING

DISTRICT
ATSAC
BY SHEET OF INDEX NUMBER References TITLE Intersection No. Project No. Condition As Of: District Drawing No. LADOT Engineer: Date of Installation: LADOT Inspector: DEPARTMENT OF TRANSPORTATION CITY OF LOS ANGELES NOTICE: IF PLAN HAS NOT BEEN IMPLEMENTED WITHIN TWO (2) YEARS OF THE ACCEPTANCE DATE, IT MUST BE RESUBMITTED TO LADOT PERMIT PLAN REVIEW SECTION FOR REVIEW AND ACCEPTANCE. (Drafting Std. 11/04) (LADOT Revised 2/21) SELETA J. REYNOLDS, General Manager

REVIEWED
T.E.A.

T.E.

S.T.E. CITY OF LOS ANGELES BUSINESS TAX REGISTRATION NO: responsible charge of work of, the named consulting firm and California Registered Engineers shown below. Pursuant to the California Business and Professions Code, this plan is prepared by and under the

ATSAC CAMERA OLB EXISTING PHASE DIAGRAM
5 6
7 8
1 2
3 4OLA
******* 40' Davit BSL
-
- 1 F-1 PPB Ø4 16 F-2 PPB Ø4 20' Mast Arm 18-3-70 CIDH
-
- 30' Mast Arm 1A F-1
-
- 1 F-1
-
- 16 F-2
-
- 20' Mast Arm
9 511 NOTICE TO CONTRACTOR 1. EXCEPT WHERE OTHERWISE INDICATED, MATERIALS AND INSTALLATION METHODS SHALL CONFORM TO THE LATEST EDITION WITH SUPPLEMENTS. OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION , ADOPTED BY THE CITY OF LOS ANGELES BOARD OF PUBLIC WORKS (LABPW), INCLUDING THE LATEST VERSION OF THE "BROWN BOOK" ISSUED BY THE LABPW, AND THE LATEST EDITION, WITH AMENDMENTS, OF THE SPECIAL PROVISIONS AND STANDARD DRAWINGS FOR THE INSTALLATION AND MODIFICATION OF TRAFFIC SIGNALS , ISSUED BY THE CITY OF LOS ANGELESDEPARTMENT OF TRANSPORTATION (LADOT). 2. ALL TRAFFIC SIGNAL AND/OR RELATED ELECTRICAL WORK SHALL BE PERFORMED AND INSPECTED UNDER THE CONDITIONS OF THE MOST CURRENT AMENDED BOARD OF PUBLIC WORKS "ENHANCED ELECTRICAL SAFETY POLICY" AS REQUIRED IN LADOT'S SPECIAL PROVISIONS AND STANDARD DRAWINGS FOR THE INSTALLATION AND MODIFICATION OF TRAFFIC SIGNALS (RED BOOK), REGARDLESS OF CONTRACT COST. 3. THE LADOT TRAFFIC SIGNAL INSPECTOR AT (---) ------- SHALL BE NOTIFIED THREE (3) WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. FOR WORK IN THE AUTOMATED TRAFFIC SURVEILLANCE AND CONTROL (ATSAC) PROJECT AREA, A FIELD MEETING SHALL BE SCHEDULED WITH THE SIGNAL SYSTEM SUPERVISOR AT (213) 473-8286 AND THE SIGNAL MAINTENANCE SUPERVISOR AT (---) -------- THREE (3) WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. FULL RESTORATION OF THE ATSAC SYSTEM MUST OCCUR WITHIN FIVE (5) WORKING DAYS AFTER SHUT DOWN. 4. REGULAR TRAFFIC SIGNAL CONTROL SHALL BE MAINTAINED FROM 6:00 A.M. TO 9:00 A.M. AND 3:00 P.M. TO 7:00 P.M. ON WEEKDAYS, EXCEPT NATIONAL HOLIDAYS. FLASHING DEACTIVATION AND ACTIVATION OF SIGNALS SHALL BE ACCOMPLISHED ONLY BY AN LADOT TRAFFIC SIGNAL ELECTRICIAN. ALL ARRANGEMENTS TO DEACTIVATE SIGNALS SHALL BE MADE 24 HOURS IN ADVANCE BY CONTACTING THE LADOT TRAFFIC SIGNAL DEDICATED LINE AT (213) 473-8478 BEFORE 9:00 A.M. ON NON-HOLIDAY WEEKDAYS. THE LADOT PROJECT NUMBER MUST BE GIVEN AT THIS TIME. THE CONTRACTOR WILL BE CHARGED FOR ALL ELECTRICAL AND TRAFFIC CONTROL SERVICE PROVIDED BY LADOT. 7. ALL EXISTING TRAFFIC CONTROL SIGNING SHALL BE MAINTAINED WITH STANDARD SIGN BRACKETS BY THE CONTRACTOR. EXCEPT WHERE OTHERWISE INDICATED, EXISTING LARGE STREET NAME SIGNS ON MAST ARM TYPE STANDARDS SHALL BE RELOCATED FROM THE VERTICAL POLE TO THE MAST ARM PER LADOT STANDARD DRAWING NO. S-457.0 AND S-486.0. THE CONTRACTOR SHALL COORDINATE WITH LADOT SIGN SHOP AT (213) 473-7954 FOR ANY REQUIRED LARGE STREET NAME SIGNS. ANY TRAFFIC CONTROL SIGNING DAMAGED OR LOST BY THE CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. SIGNAL CONTRACTOR SHALL INSTALL MAST ARM MOUNTED SIGNS. FOR THE INSTALLATION OF A STREET NAME SIGN ON A TYPE 1 POLE, THE CONTRACTOR SHALL FURNISH AND INSTALL A POLE EXTENSION AS NEEDED. 8. THE CONTRACTOR SHALL FURNISH AND INSTALL, AS SHOWN ON THE PLANS,

ALL TRAFFIC SIGNAL EQUIPMENT SUCH AS STANDARDS, MAST ARMS, SIGNAL HEADS, AND OTHER EQUIPMENT AS REQUIRED. ALL SUCH EQUIPMENT SHALL BE NEW. ALL VEHICLE HEAD EQUIPMENT SUPPLIED BY THE CONTRACTOR SHALL HAVE 1-1/2 INCH DIAMETER PIPE FIT MOUNTING HARDWARE, INCLUDING ALL TOP POST MOUNT HEADS. PED HEAD MODULE REPLACEMENTS SHOWN ON THE PLAN SHALL REQUIRE A COMPLETE INSTALLATION, INCLUDING NEW PED HEAD AND TERMINAL COMPARTMENT. 1" *
*
*
* No. 2296 TRAFF IC
ARIEF

NAFTAL I

REG ISTERED
PROFES IONAL ENGI NEE No. 64286
R

C I V I L
STAT E
OF
CA

L I FORN I A

REGISTERED

PROFES IONAL ENGINEER
STATE
OF

CAL I FORN IA
ARIEF
NAFTAL I 06/30/2027 06/30/2027 0000800519-0001-8 INSTALL LOOP(S) PER LADOT STD. DWG. NO. S-70.1A & S-70.1D CASE II. CONTRACTOR SHALL OBTAIN APPROVAL FROM LADOT INSPECTOR PRIOR TO INSTALLATION OF ANY LOOPS. CONTRACTOR SHALL RE-USE EXISTING STUB-OUT. IF STUB-OUT IS NOT IN PLACE, CONTRACTOR SHALL INSTALL NEW STUB-OUT PER LADOT DWG. S-70.1A. CONTRACTOR MAY RE-USE THE EXISTING DLC IN THE PULL BOX AS DETERMINED BY THE TRAFFIC SIGNAL INSPECTOR. SHOULD THE CONTRACTOR DAMAGE THE EXISTING CABLE, NEW DLC CABLE SHALL BE INSTALLED FROM THE PULL BOX TO THE CONTROLLER AT THE CONTRACTOR'S EXPENSE. REFER TO CITY OF BEVERLY HILLS SIGNING AND STRIPING PLAN. INSTALL PEDESTRIAN PUSH BUTTON PER LADOT STD. DWG S-73.1. REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH BUTTON. INSTALL NEW CONDUIT INTO EXISTING PULL BOX. ADJUST PULL BOX TO GRADE PER CITY OF BEVERLY HILLS CIVIL PLAN. 3 4
5 67. NOTES: SEMI-ACTUATED OPERATION (ATSAC 170 CONTROLLER IN 332 CABINET) ∅1 - SAN VICENTE BLVD. NB LT ∅2 - SAN VICENTE BLVD. SB & W/S PED. XING ∅4 - GALE DR. EB (APPROACH) & S/S PED. XING ∅5 - SAN VICENTE BLVD. SB LT ∅6 - SAN VICENTE BLVD. NB & E/S PED. XING ∅8 - ORLANDO AVE. WB (APPROACH) OLA (∅4) - GALE DR. EB (DEPARTURE) OLB (∅8) - ORLANDO AVE. WB (DEPARTTURE) MID-WILSHIRE ATCS SYSTEM ATSAC CABLE INTERCONNECT ABANDON AND DISCONNECT LOOPS IN PULLBOX, AS SHOWN. INSTALL LOOP(S) PER LADOT STD. DWG. NO. S-70.1A. CONTRACTOR SHALL OBTAIN APPROVAL FROM LADOT INSPECTOR PRIOR TO INSTALLATION OF ANY LOOPS. 8 Existing PER LADOT STD. DWG. NO. S-51.7
**
* 12
7 F-7 PPB Ø4 3 CONDUCTOR CABLE 3 X #14 2"
1 1
910 1. 2. 11 NOTES CONT'D: co 00 CV 0 # # e
R U N
S
C
H
E
D
U
LE
R
6 -1(R
T)
4 "0
r' '2'3
/
4's's!
/\'g's\
1 1

C O N D U C T O R
C
ABLE
I\_
4 P
AIR
E
XISTIN
G)
om
12 P
AIR)
C
O
N
D
UIT
SIZE
C
R
=15'
3 C
O
N
D
U
C
T
OR
C
A
B
LE
3 X
#14
5 C
O
N
D
U
C
T
OR
5 X
#14
C
A
B
LE /
WIRE
9 C
O
N
D
U
C
T
OR
C
A
B
LE
8 X
#14 & 1 X
410 (C
O
M)
D
LC
T 13
C
O
N
D
U
C
T
OR
C
A
B
LE
12 X
#14 & 1 X
#10 (C
0 M)
6 S
ERVICE
28 C
O
N
D
U
C
T
OR
C
A
B
LE
27 X
#14 & 1 X
#10 (C
O
M)
M u
L
• C
O
N
T
R
A
C
T
OR
S
H
A
LL
A
D
D
/IN
S
T
A
LL
N
EW
C
O
N
D
U
C
T
O
R
S
/
C
A
B
L

ES IN EXIS
TING
C
O
N
D
UIT
AS
D
E
SIG
N
A
T
ED IN
T
HE
C
O
N
D
U
C
T
OR
S
C
H
E
D
U
L
E. A

LL EXISTI
NG
C
O
N
D
U
C
T
O
E
S
/
C
A
B
L
ES
S
H
A
LL
BE
P
R
O
T
E
C
T
ED
A
ND
M
AIN
T
AIN
ED IN
E
XIS
TING
C
O
N
D
UIT
S.
22 1/C
18 18
D
LC 3
PAIR
18 D
LC 2
P
AIR
12 B
US
D
LC (1--
PAI
R)
14 D
LC
14 P
ED
P
U
S
H
B
UTT
ON
SIZE
N
o.
8"
L
AWD, 18' W
/E
• o
u\
-- '\,
0 0 0 0 0
2 3
6 7
ee
ee
E
XIS
TING
P
H
A
SE
DIA
G
R
AM
"'
5 'y
s
CG 14' w
/£
(
a)
R
5--1
R5 1a
g 23,
R1--1

S C H E D U L E
0 R
E
M
A
R
K
S
/
REL
A
T
ED
N
O
T
ES
N
OTI
CE
TO
C
O
NTR
A
C
T
OR

1. EX
C
E
PT
W
H
E
RE
O
T
H
E
R

WISE IN
DIC
A
TED, M

ATERIALS
A
ND IN
S
T
ALL
ATI
ON
METHO

DS SHALL
C
O
N
F
O
RM

TO THE LA
TEST
EDITI
ON WI
TH SU
P
P
LEM
E
N
T
S. OF THE ST
A
NDA

RD SPECIFICATI
O

NS FOR PUBLIC
WOR

KS CONSTRUCTI
ON, A
D
O
P
T
ED BY
THE
CITY
OF LOS
A
N
G

ELES BO
A
RD
OF PU
BLIC
W
O
R
KS (LA
B
P
W), IN
CLUDI

NG THE LA
TEST
V
E
R
SION
OF THE "B
R
O
WN BO
O
K"
IS
S
U
ED BY
T
HE LA
B
P
W, A
ND

THE LATE
ST EDI
TIO

N, WITH
A
M
E
N
D
M
E
N
T
S, OF
T
HE SP
E

CIAL PR
O
VISIO
NS
A
ND STA
NDA
RD

DRAWINGS FOR

THE INSTALLATION

AND MODIFICATION OF TRAFFIC SIGNALS, ISSU
ED
BY

THE CITY
OF LOS
A
N
GEL
ES
DE
P
A
R
T
M
E
NT
OF
T
R
A
N
S
P
O
R
T

ATION (LA
D
O
T).

2. ALL TR

AFFIC SIG
N
AL
A
N
D
/
OR
R

ELATED ELE
C
T
RIC
AL
W
O
RK SH

ALL BE PE
R
F
O
R
M
ED
A
ND IN
S
P
E
C
T
ED UN
D
ER THE
C
O
N
DITI
O
NS
OF THE
M
O
ST
C
U
R
R
E
NT
A
M
E
N
D
ED BO
A
RD
OF PU
B
LIC
W
O
R
KS "E
N
H
A
N
C
ED ELE
C
T
RIC

AL SAFETY POLI
C
Y" AS
R
E
Q
UIR

ED IN LA
D
O
T'S SP
E

CIAL PR
O
VISIO
NS
A
ND ST
A
N
D
A
RD DR
AWI
N
GS FOR
THE IN
S

TALLATI
ON
A
ND
M
ODIFI
C
ATI
ON
OF
T
R

AFFIC SIG
N
ALS (R
ED BO
O
K), R
E
G
A
R
D
LESS
OF
C
O
N
T
R
A
CT
C
O
S
T.

3. THE LA
D
OT
TRA

FFIC SIG
N
AL IN
S
P
E
C
T
OR
AT (-
-
-) -
-
-
-
-
-- SH

ALL BE NO
TIFI
ED
THR
EE (3) W
O
R
KING
D
A

YS PRIOR

TO THE BE
GIN
NING
OF
C
O
N
S
T
R
U
C
TIO
N. FOR
W
O
RK IN
THE
A
U
T

OMATED TRAFFIC SURV
EILLA
N
CE
A
ND
C
O
N
T
R
OL (A
TSA
C)
PR
OJE
CT
A

REA, A FI
E
LD
M
EETI
NG SH
ALL
BE SC
H
E
D
U
L
ED WI
TH
T
HE SIG
NAL SY
S
T
EM SU
P
E
RVI
S
OR
AT (213) 4
7 3
-
8 2
86 A
ND

THE SIG

NAL MAI
N
TENAN
CE SU
P
ERVI
S
OR

AT (----
-) -
-
-
-
-
---
THR
EE (3) W
O
R
KING
D
A

YS PRIOR
TO
THE
BE
GIN
NING
OF
C
O
N
S
T
R
U
C
TIO
N. FU
LL R
E
S
T
ORA
TION
OF
THE

ATSAC SY
S
T
EM
M
U
ST
O
C
C
UR

WITHIN FI
VE (5) W
O
R

KING DA
YS
AFT
ER SH
UT
D
O
W
N.

4. R
E
G
ULAR
T
R

AFFIC SIG
N
AL C
O
N
T
R
OL SH
ALL BE
M
AIN
T
AIN
ED FR
OM 6:00
A.M. TO 9:00
A.M. A
ND 3:00 P.M. TO 7:00
P.M. ON
W
E
E
K
D
A
Y
S, EX
C
E

PT NATI
O

NAL HOLI
D
A
Y
S. FLA
S
HING
DEA
C
TIV
ATI
ON
A
ND
A
CTI
V
ATI
ON
OF SIG

NALS SHALL
BE
A
C
C
O
M
PLI
S
H
ED
O
N
LY BY
AN LA
D
OT
T
R

AFFIC SIG

NAL ELEC
T
RICIA
N. ALL
A
R
R
A
N
G
E
M
E
N

TS TO DEA
C
TIV
A
TE SIG
N
ALS SH
ALL
BE
M
A
DE 24 HO
U
RS IN
A
D
V
A
N
CE BY
C
O
N
T
A
C

TING THE LAD
OT TR

AFFIC SIG
N
AL DE
DIC

ATED LI
NE
AT (213) 47
3--
8 4
78 BE
F
O
RE 9:
00 A.

M. ON NO
N--
H
OLID
AY
W
E
E
K
D
A
Y
S. THE LA
D
OT PR
OJE
CT NU
M
B
ER
M
U
ST

BE GIVEN
AT

THIS TI
M
E. THE
C
O
N
T
R
A
C
T
OR

WILL BE
C
H
A
R
G
ED FOR

ALL ELE
C
T
RIC
AL
A
ND
T
R
AFFIC
C
O
N
T
R

OL SERVICE PR
O
VID

ED BY LA
D
OT.

P
E
D. P
U
SH
B
UT'N
TY
PE
PHA
SE
S
T
A
N
D
A
RD
F
O
U
N
D.

TY
PE
a
® 5%<z,,
... -
/12" OLA % /
Pv
cR 3°
O
nly
05 Hig
h
m
oun
t
ed
0 18'
TY
PE
SIG
N
AL
N
o.

E
xisting
P
ER LA
D
OT
S
T
D. D
W
G. N
O. S
-

51.7 + 1 3
32 C
a
b. F3
32 S
ee
N
ote 1
, I8Kl,' LuleiI_ prrrr>4 + 5 3 1 F-1 P
PB
04 4 16 F-2
P
PB 4
20 M
a
st Arm
.INS
I8 2,ls lb6i ILr115% ii% t[)(Ill]L
1A
r
-1
+ I49/ 1?[? I.a 120' Mast Arml iu I"fTFr9, l] '!][_,...l 8 12"

1. S
E
MI--
A
CTU
A
T
ED
O
P
ERATI
ON
(A
T
S
AC 170
C
O
N
T
R
O
L
L
ER IN
3 32
C
A
BINET)
81 - SAN VI
C
E
N
TE
B
L
V
D. NB LT
02 - SAN VI
C
E
N
TE
B
L
V
D. SB &
W
/S
P
E
D. XING
04 -
GALE
D
R. EB (A
P
P
R
O
A
C
H) &
S
/S
P
E
D. XI
NG
5 - SAN VI
C
E
N
TE
B
L
V
D. SB LT
06 - SAN VI
C
E
N
TE
B
L
V
D. NB & E/S
P
E
D. XING
8 -
O
RLA
N
DO
AVE.

WB (A
P
P
R
O
A
C
H)
OLA (0
4) -
GALE
D
R. EB (D
E
P
A
R
T
U
R
E)
0 LB (0
8) -
O
RLA
N
DO
A
V
E. WB (D
E
P
A
RTTU
R
E)

MID--WI
L
S
HIRE
A
T
CS
S
Y
S
T
EM
A
T
S
AC
C

ABLE IN
T
E
R
C
O
N
N
E
CT

2. A
B
A
N
D
ON
A
ND
DIS
C
O
N
N
E
CT LO
O
PS IN
P
U
L
L
B
O
X,
AS
S
H
O
W
N.

INST
ALL LO
O
P(S) P
ER LA
D
OT
S
T
D. D
W
G. N
O. S--
7 0.1A.

C
O
N
T
R
A
C
T
OR
S
H
A
LL
O
B
T
AIN
A
P
P
R
O
V
AL
F
R
OM LA
D
OT
IN
S
P
E
C
T
OR
P
RIOR
TO IN
S
T
ALLA
TION
OF
A
NY LO
O
P
S.

S
P4 12
0 5
8 4M
N
O
T
E
S:
~j 1
'o»
p
C
R
=15
'o.
«
e
(4
Hio
h
m
oun
t
ed gt 18'
W12
-1,
0 M1--3
B
us
P
ad
R
6 -1(R
T),
0 M1--3
l
R
3--
5R
5 C
R
=15'
C
R
=15'
/C
To
La
Ciene
ga
Blvd. -
-. -
-
-
-
-
-
-
-
-
-
-
4 -' -
-
-
--'
0 do0.
pa !
-
h 0
z
0 O 0
t
< ul ui ui i-= ...: vi
1"
2 0'
-
-
-
-
-
--
/C to
6 th
S
t.
2 Git n L
os
A
n
g
e
l
es
C
i
ty
of
B
e
ve
rly
H
ills
Project No.

XYZ
Sc
ale:

L
Intersection No.
15 930
23 B
L
VD.
8 C
O
BH
N
OTI
CE: IF PLAN HAS NOT BEEN IMPLEMENTED WITHIN TWO (2) YEARS OF THE ACCEPTANCE DATE,

IT MUST BE RESUBMITTED TO LADOT PERMIT PUN REVIEW SECTION FOR REMEW ND ACCEPTANCE.

Dra
wing No.
15 930-XYZ.

DWG
References
FIELD CHECK 06/10
/2025
PROJ
-
MSR12
094
Dote of Installation; LADOT Inspector: I-Tlmas Co
ndition As Of;
[""[GALE
DR.,
ORLA
NDO
AVE. &
SAN
MCENTE
BLVD.] I '+zJ
District WESTE
RN i
_
3%
,egumt .aad %aads4,]
D
E
P
A
RTM
E
NT
OF TR
A
N
S
P
O
R
T
ATI
ON '[;
SELETA J. REY
N
O
L
D
S, G
eneral M
a
n
a
g
er u 1-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-- 0
IR
W12
-1
0 M1--3
0 R
6 -1(R
T)
r
R
5--1
fl9
' l'---..1'---..
12"°
4 @
z N
O
T
ES
C
O
N
T'D:
[@] IN
S
TALL
P
E
D
E
S
TRI
AN
P
U
SH
B
UTT
ON
P
ER LA
D
OT
STD. D
WG
S
-
7 3.1. [9]
R
E
M
O
VE
A
ND
SAL
V
A

GE EXISTI
NG
P
E
D
E
S
T
RIAN
P
U
SH
B
UTT
O
N. [ill INST
A
LL
N
EW
C
O
N
D
UIT IN
TO
E
XIS
TING
P
U
LL
B
O
X. ID]
A
DJU
ST
P
U
LL
B
OX
TO
G
R
A
DE
P
ER
CITY
OF
BEV
E
R
LY
HIL
LS
CIVIL
PLA
N. ?
R
9-3
b
P(2)
sns
5 T
R
9--3(2)
sns
-..

DD>12" 06
¢ ' PV
08 > 12"° - R
Xx
W12
-1
0 M1--3
R
7 3
-
2(C
A)
3 o
-
o
-
o
-
co
PU
R
S
U
A
NT
TO THE
S
T
ATE
OF
C
ALI
F
O
R
NIA PR
O
F
E
S
SIO
N
AL EN
GIN
E
E
RS
A
C
T,
BU
SIN
E
SS
A
ND PR
O
FES
SIO
N
AL
C
O
DE SE
C
TION 67
0 3, THE
R
E
S
P
O
N
SIB
LE
C
H
A
R
GE
OF
W
O
RK FOR
THE EN
GIN
E
ER
OF
R
E
C
O
RD IN
C
L
U
D
ES THE
IN
V
E
S
TIG
ATION

OF SITE
C
O
N
DITI
O
NS NE
C
E
SSA
RY
TO SU
P
P
O
RT
THE
D
E
SIGN
OF
P
R
O
F
E
S
SIO
N
AL EN
GIN
E
E
RING
R
ELATED
W
O
R
K.

7. ALL EXISTI
NG TR
AFFIC
C
O
N
T
R
OL SIG

NING SH
ALL
BE
MAI
N
TAI
N
ED
WITH
S
T
A
N
D
A

RD SIGN BRA
C

KETS BY THE
C
O
N
TRA
C
T
O
R. EX
C
E
PT
W
H
E
RE
O
T
H
E
R
WISE
INDI
C
ATE

D, EXIS

TING LA
R
GE
S
T
R
EET
N
A
ME SIG
NS
ON
M
A
ST
A
RM TY
PE
S
T
A
N
D
A
R

DS SHALL BE
R
E
L
O
C

ATED FR
OM
THE
VER
TIC

AL POLE TO
T
HE
M
A
ST
A
RM
P
ER LA
D
OT ST
A
N
D
A
RD DR
A
WING
N
O. S4
5 7.0
A
ND S--
4 8

6.0. THE
C
O
N
T
R
A
C
T
OR
SH
ALL
C
O
O
RDI
N
A
TE

WITH LA
D

OT SIGN SH
OP
AT (213) 4
7 3
-
7 9
54 FOR
A
NY
R
E
Q
UIR
ED LA
R
GE ST
R
EET NA
ME
SIG
N
S. A
NY TR
AFFIC
C
O
N
T
R
OL SIG
NING
D
A
M
A
G
ED
OR LO

ST BY THE
C
O
N
TRA
C
T
OR SH
ALL
BE
R
E
PLA
C
ED
AT THE
C
O
N
TRA
C
T
O
R'S EX
P
E
N
S
E. SIG
N
AL
C
O
N
T
R
A
C
T
OR SH
ALL IN
S
T
ALL
M
A
ST
A
RM
M
O
U
N
T
ED SIG
N
S. FOR
THE IN
S
T
ALL
ATI
ON
OF A
S
T
R
EET
N
A

ME SIGN

ON A TY
PE 1
P

OLE, THE
C
O
N
TRA
C
T
OR SH
ALL FU
R
NISH
A
ND IN
S
T

ALL A PO

LE EXTEN
SION
AS
N
E
E
D
E
D.

8. T
HE
C
O
N
TRA
C
T
OR SH
ALL FU
R
NISH
A
ND IN
S

TALL, AS SH
O
WN
ON

THE PLA
N
S,
A

LL TRAFFIC
SIG
N
AL EQ
UIP
M
E
NT SU
CH
AS ST
A
N
D
A
R
D
S, M
A
ST
A
R
M
S, SIG
N
AL
HEA
D
S, A
ND
O

THER EQ
UIP
M
E
NT
AS
R
E
Q
UIR
E
D. ALL SU
CH EQ
UIP
M
E
NT SH
ALL BE
N
E
W. ALL
V
E
HIC

LE HEAD EQ
UIP
M
E
NT SU
P
PLI

ED BY THE
C
O
N
TRA
C
T
OR SH
ALL
HAVE 1--1/2 IN
CH DIA
MET

ER PIPE FIT
M
O
U
N

TING HA
R
D
W
A
R
E, IN
C
L
U
DING
ALL
TOP
P
O
ST
M
O
U
NT HEA
D
S. P

ED HEAD
M
O
D
U
LE
R
E
PLA
C
E
M
E
N
TS SH
O
WN
ON THE

PLAN SH
ALL
R
E
Q
UIRE A
C
O
M

PLETE INST

ALLATIO
N, IN
C
L
UDI
NG NEW
P

ED HEAD
A
ND
TER
MIN
AL
C
O
M
P
A
R
T
M
E
N
T.
() I
"
0 0
0 0
0 8
0 0
519--00
01--8
VI
C
E
N
TE
-_
c------ ot
los
A
n
gel
es
C
i
ty
of
B
e
ve
rly
H
ills
SAN
_vw
OF
P
E
NT
R
E
H
A
-
-
-
-
-
-
-
-
-
-
-
--
6 5
00 cN
cN

CITY OF
L
OS
A
N

GELES BUSI
N
ESS
T
AX
R
EGI
STR
ATION
N
O:

5. A
R
R
A
N
G
E
M
E
N
TS FOR
O
B
T
AINING
A
NY
M
ATE

RIALS ID
E
N
TIFIED
TO BE
S
U
P
PLI

ED BY LA
D

OT SHALL BE
M
A
DE TEN (10)
W
O
R
KING
D
AYS IN
A
D
V
A
N
CE BY
C
O
N
T
A
C

TING THE LA
D

OT FIELD
O
P
E
R
ATIO

NS DIVISION
AT (213) 92
8--
9 6
0 3. HO
WEV
E
R,

TRAFFIC SIG
N
AL
C
O
N
T
R
O
LLE
RS
R
E
Q
UIRE SIXTY (6
0) W
O
R
KING
D
AYS
A
D
V
A
N
CE NO
TICE
A
ND
M
U

ST BE PIC
K
ED
UP
WITHIN
FIFT
E
EN (15) W
O
R
KING
D
A
YS
AFT

ER NOTIFI
C
ATI
O
N. C
O
N
T
A
CT LA
D
OT SIG
N
AL SH
OP
AT (213) 4
7 3--
8 4
68 TO
C
O
O
R
DIN
ATE
C
O
N
T
R
O

LLER DE
L
V
ER
A
N
D
/
OR
PIC
K
U
P.

6. ALL ID
E
N
TIFI
ED
T
R

AFFIC SIG
N
AL EQ
UIP
M
E

NT SHALL
BE
RET
U
R
N
ED
TO LA
D
OT.

A
RRA
N
G
E
M
E
N
TS FOR
RETU
R
NING
ID
E
NTIFI
ED EQ
UIP
M
E
NT
TO LAD
OT SH
ALL BE
MADE FIVE (5) W
O
R
KING
D
A
YS IN
A
D
V
A
N
CE BY
C
O
N
T
A
CTI

NG THE LA
D
OT
M
ATE

RIAL SERVI
C

ES DIVI
SION
AT (213) 92
8--
9 6
3 6.
o
' - a2
425 l7 -
+-- "' ----:!:
3!:.:Z..;.'·•_--_
-.;:__ =-
"--:,,,,_"",-- :-
-
-
-
-
-
-
-
--=
---j
-
-
-
---'
3""-
-9
-:
-b
-3 (P---i) 1 2 1

1..., •
•1 I
''I,
'' ig
h
m
!
t
ed 14'
12"r . Jg J
:/, /
/'
'!
l
1 GR
O
nly
s" ) d #
' =a~..~tack.~. a,= _l
_1
h
i
p
'
T
e
&
id
2si,[j
yjj lit
ag
e
-
le ?_ / t////4/ '[3 (J) Q • , __ .,
\.
·-- 1 ,
- M
W12
-1 /)f. ) K /J Iii / 4 . . "f
·@--.- .·
..
.,_,
;
.1
i:S
•
4)
;:::-"
D
M1-3
9-
_,
C
R
-
2 7'
�
IN
S

TALL LO
O
P(S)_P
ER LA
D
OT
S
T
D. _D
W
G._N
O. S
-
7 0.1A &_
s
-
7 0.1p_ / 24 ;
C
A
SE_ii. C
O
N
TRA
C
T
OR
S
HALL
O
B
TAIN
A
P
P
R
O
VAL
F
R
OM LA
D
OT IN
S
P
E
C
T
OR K
R/ O2<]/ !
L
MIT_OF
P
RIOR
TO IN
S
TAL
L
ATI
ON
OF
A
NY LO
O
P
S. '
P
AVE
M
E
NT
C
O
N
TRA
C
T
OR _
S
HALL
R
E--
U

SE EXISTI
NG ST
U
B
-
O
UT. IF
STU
B--
O
UT_IS
N
OT e
R
E
HAB
IN
PLA
C
E, C
O
N
TRA
C
T
OR
S

HALL IN
S
TALL
N
EW
STU
B--
O
UT
P
ER LA
D
OT .2y D
W
G. S--
7 0.1A. < s
P
U
R
PLE LI
NE
EXTE
N

SION --
C
O
N
TRA
C
T
OR
M
AY
R
E
-
U
SE
T

HE EXIS
TING
D
LC IN
T
HE
P
U
LL
B
OX
AS
DET
E
R
MIN
ED
BY
T
HE
TRA
F
FIC
SIG
N
AL IN
S
P
E
C
T
O
R. S
H
O
U
LD
T
HE
C
O
N
TRA
C
T
OR
D
AMA
GE
T

HE EXIS
TING
C
A
B
L
E, NEW
D
LC
C
A
B
LE
S
H
A
LL
BE
IN
S
T
A
L
L
ED
F
R
OM
T
HE
P
U
LL
B
OX
TO
T
HE
C
O
N
T
R
O
L
L
ER
AT
T
HE
C
O
N
T
R
A
C
T
O
R'S EX
P
E
N
S
E.

7. R
E
F
ER
TO
CITY
OF
BEV
E
R
LY
HIL
LS
SIG
NING
A
ND
S
T
RIPING
PLA
N.

Pursu
ant to the California
Business and
Profes
sions Cod
e, this plan is prep
ared
by
and under the
respon
sible charge
of
work
of, the na
med consulting firm
and California
Registered En
gineers sh
own bel
o
w. 555 SOUTH FLOWER STREET,
SUITE 4300 LOS ANGELES, CA 90071 213.223.1400 www.psomas.corn P
S
O
M
AS
0 o- 0o
(LADOT
Revised 2/21)
(Drafting Std. 11/04) S
H
EET 17
OF 18 IN
D
EX
N
U
M
B
ER
co 00 CV 0
# # e
R U N
S
C
H
E
D
U
LE
R
6 -1(R
T)
4 "0
r' '2'3
/
4's's!
/\'g's\
1 1

ES IN EXIS
TING
C
O
N
D
UIT
AS
D
E
SIG
N
A
T
ED IN
T
HE
C
O
N
D
U
C
T
OR
S
C
H
E
D
U
L
E. A

S C H E D U L E
0 R
E
M
A
R
K
S
/
REL
A
T
ED
N
O
T
ES
N
OTI
CE
TO
C
O
NTR
A
C
T
OR

1. EX
C
E
PT
W
H
E
RE
O
T
H
E
R

WISE IN
DIC
A
TED, M

ATERIALS
A
ND IN
S
T
ALL
ATI
ON
METHO

DS SHALL
C
O
N
F
O
RM

TO THE LA
TEST
EDITI
ON WI
TH SU
P
P
LEM
E
N
T
S. OF THE ST
A
NDA

RD SPECIFICATI
O

NS FOR PUBLIC
WOR

KS CONSTRUCTI
ON, A
D
O
P
T
ED BY
THE
CITY
OF LOS
A
N
G

ELES BO
A
RD
OF PU
BLIC
W
O
R
KS (LA
B
P
W), IN
CLUDI

NG THE LA
TEST
V
E
R
SION
OF THE "B
R
O
WN BO
O
K"
IS
S
U
ED BY
T
HE LA
B
P
W, A
ND

THE LATE
ST EDI
TIO

N, WITH
A
M
E
N
D
M
E
N
T
S, OF
T
HE SP
E

CIAL PR
O
VISIO
NS
A
ND STA
NDA
RD

DRAWINGS FOR

THE INSTALLATION

AND MODIFICATION OF TRAFFIC SIGNALS, ISSU
ED
BY

THE CITY
OF LOS
A
N
GEL
ES
DE
P
A
R
T
M
E
NT
OF
T
R
A
N
S
P
O
R
T

ATION (LA
D
O
T).

2. ALL TR

AFFIC SIG
N
AL
A
N
D
/
OR
R

ELATED ELE
C
T
RIC
AL
W
O
RK SH

ALL BE PE
R
F
O
R
M
ED
A
ND IN
S
P
E
C
T
ED UN
D
ER THE
C
O
N
DITI
O
NS
OF THE
M
O
ST
C
U
R
R
E
NT
A
M
E
N
D
ED BO
A
RD
OF PU
B
LIC
W
O
R
KS "E
N
H
A
N
C
ED ELE
C
T
RIC

AL SAFETY POLI
C
Y" AS
R
E
Q
UIR

ED IN LA
D
O
T'S SP
E

CIAL PR
O
VISIO
NS
A
ND ST
A
N
D
A
RD DR
AWI
N
GS FOR
THE IN
S

TALLATI
ON
A
ND
M
ODIFI
C
ATI
ON
OF
T
R

AFFIC SIG
N
ALS (R
ED BO
O
K), R
E
G
A
R
D
LESS
OF
C
O
N
T
R
A
CT
C
O
S
T.

3. THE LA
D
OT
TRA

FFIC SIG
N
AL IN
S
P
E
C
T
OR
AT (-
-
-) -
-
-
-
-
-- SH

ALL BE NO
TIFI
ED
THR
EE (3) W
O
R
KING
D
A

YS PRIOR

TO THE BE
GIN
NING
OF
C
O
N
S
T
R
U
C
TIO
N. FOR
W
O
RK IN
THE
A
U
T

OMATED TRAFFIC SURV
EILLA
N
CE
A
ND
C
O
N
T
R
OL (A
TSA
C)
PR
OJE
CT
A

REA, A FI
E
LD
M
EETI
NG SH
ALL
BE SC
H
E
D
U
L
ED WI
TH
T
HE SIG
NAL SY
S
T
EM SU
P
E
RVI
S
OR
AT (213) 4
7 3
-
8 2
86 A
ND

THE SIG

NAL MAI
N
TENAN
CE SU
P
ERVI
S
OR

AT (----
-) -
-
-
-
-
---
THR
EE (3) W
O
R
KING
D
A

YS PRIOR
TO
THE
BE
GIN
NING
OF
C
O
N
S
T
R
U
C
TIO
N. FU
LL R
E
S
T
ORA
TION
OF
THE

ATSAC SY
S
T
EM
M
U
ST
O
C
C
UR

WITHIN FI
VE (5) W
O
R

KING DA
YS
AFT
ER SH
UT
D
O
W
N.

4. R
E
G
ULAR
T
R

AFFIC SIG
N
AL C
O
N
T
R
OL SH
ALL BE
M
AIN
T
AIN
ED FR
OM 6:00
A.M. TO 9:00
A.M. A
ND 3:00 P.M. TO 7:00
P.M. ON
W
E
E
K
D
A
Y
S, EX
C
E

PT NATI
O

NAL HOLI
D
A
Y
S. FLA
S
HING
DEA
C
TIV
ATI
ON
A
ND
A
CTI
V
ATI
ON
OF SIG

NALS SHALL
BE
A
C
C
O
M
PLI
S
H
ED
O
N
LY BY
AN LA
D
OT
T
R

AFFIC SIG

NAL ELEC
T
RICIA
N. ALL
A
R
R
A
N
G
E
M
E
N

TS TO DEA
C
TIV
A
TE SIG
N
ALS SH
ALL
BE
M
A
DE 24 HO
U
RS IN
A
D
V
A
N
CE BY
C
O
N
T
A
C

TING THE LAD
OT TR

AFFIC SIG
N
AL DE
DIC

ATED LI
NE
AT (213) 47
3--
8 4
78 BE
F
O
RE 9:
00 A.

M. ON NO
N--
H
OLID
AY
W
E
E
K
D
A
Y
S. THE LA
D
OT PR
OJE
CT NU
M
B
ER
M
U
ST

BE GIVEN
AT

THIS TI
M
E. THE
C
O
N
T
R
A
C
T
OR

WILL BE
C
H
A
R
G
ED FOR

ALL ELE
C
T
RIC
AL
A
ND
T
R
AFFIC
C
O
N
T
R

OL SERVICE PR
O
VID

ED BY LA
D
OT.

P
E
D. P
U
SH
B
UT'N
TY
PE
PHA
SE
S
T
A
N
D
A
RD
F
O
U
N
D.

TY
PE
a
® 5%<z,,
... -
/12" OLA % /
Pv
cR 3°
O
nly
05 Hig
h
m
oun
t
ed
0 18'
TY
PE
SIG
N
AL
N
o.

E
xisting
P
ER LA
D
OT
S
T
D. D
W
G. N
O. S
-

WB (A
P
P
R
O
A
C
H)
OLA (0
4) -
GALE
D
R. EB (D
E
P
A
R
T
U
R
E)
0 LB (0
8) -
O
RLA
N
DO
A
V
E. WB (D
E
P
A
RTTU
R
E)

MID--WI
L
S
HIRE
A
T
CS
S
Y
S
T
EM
A
T
S
AC
C

ABLE IN
T
E
R
C
O
N
N
E
CT

2. A
B
A
N
D
ON
A
ND
DIS
C
O
N
N
E
CT LO
O
PS IN
P
U
L
L
B
O
X,
AS
S
H
O
W
N.

INST
ALL LO
O
P(S) P
ER LA
D
OT
S
T
D. D
W
G. N
O. S--
7 0.1A.

C
O
N
T
R
A
C
T
OR
S
H
A
LL
O
B
T
AIN
A
P
P
R
O
V
AL
F
R
OM LA
D
OT
IN
S
P
E
C
T
OR
P
RIOR
TO IN
S
T
ALLA
TION
OF
A
NY LO
O
P
S.

XYZ
Sc
ale:

L
Intersection No.
15 930
23 B
L
VD.
8 C
O
BH
N
OTI
CE: IF PLAN HAS NOT BEEN IMPLEMENTED WITHIN TWO (2) YEARS OF THE ACCEPTANCE DATE,

IT MUST BE RESUBMITTED TO LADOT PERMIT PUN REVIEW SECTION FOR REMEW ND ACCEPTANCE.

Dra
wing No.
15 930-XYZ.

OF SITE
C
O
N
DITI
O
NS NE
C
E
SSA
RY
TO SU
P
P
O
RT
THE
D
E
SIGN
OF
P
R
O
F
E
S
SIO
N
AL EN
GIN
E
E
RING
R
ELATED
W
O
R
K.

7. ALL EXISTI
NG TR
AFFIC
C
O
N
T
R
OL SIG

NING SH
ALL
BE
MAI
N
TAI
N
ED
WITH
S
T
A
N
D
A

RD SIGN BRA
C

KETS BY THE
C
O
N
TRA
C
T
O
R. EX
C
E
PT
W
H
E
RE
O
T
H
E
R
WISE
INDI
C
ATE

D, EXIS

TING LA
R
GE
S
T
R
EET
N
A
ME SIG
NS
ON
M
A
ST
A
RM TY
PE
S
T
A
N
D
A
R

DS SHALL BE
R
E
L
O
C

ATED FR
OM
THE
VER
TIC

AL POLE TO
T
HE
M
A
ST
A
RM
P
ER LA
D
OT ST
A
N
D
A
RD DR
A
WING
N
O. S4
5 7.0
A
ND S--
4 8

6.0. THE
C
O
N
T
R
A
C
T
OR
SH
ALL
C
O
O
RDI
N
A
TE

WITH LA
D

OT SIGN SH
OP
AT (213) 4
7 3
-
7 9
54 FOR
A
NY
R
E
Q
UIR
ED LA
R
GE ST
R
EET NA
ME
SIG
N
S. A
NY TR
AFFIC
C
O
N
T
R
OL SIG
NING
D
A
M
A
G
ED
OR LO

ME SIGN

ON A TY
PE 1
P

OLE, THE
C
O
N
TRA
C
T
OR SH
ALL FU
R
NISH
A
ND IN
S
T

ALL A PO

LE EXTEN
SION
AS
N
E
E
D
E
D.

8. T
HE
C
O
N
TRA
C
T
OR SH
ALL FU
R
NISH
A
ND IN
S

TALL, AS SH
O
WN
ON

THE PLA
N
S,
A

LL TRAFFIC
SIG
N
AL EQ
UIP
M
E
NT SU
CH
AS ST
A
N
D
A
R
D
S, M
A
ST
A
R
M
S, SIG
N
AL
HEA
D
S, A
ND
O

THER EQ
UIP
M
E
NT
AS
R
E
Q
UIR
E
D. ALL SU
CH EQ
UIP
M
E
NT SH
ALL BE
N
E
W. ALL
V
E
HIC

LE HEAD EQ
UIP
M
E
NT SU
P
PLI

ED BY THE
C
O
N
TRA
C
T
OR SH
ALL
HAVE 1--1/2 IN
CH DIA
MET

ER PIPE FIT
M
O
U
N

TING HA
R
D
W
A
R
E, IN
C
L
U
DING
ALL
TOP
P
O
ST
M
O
U
NT HEA
D
S. P

ED HEAD
M
O
D
U
LE
R
E
PLA
C
E
M
E
N
TS SH
O
WN
ON THE

PLAN SH
ALL
R
E
Q
UIRE A
C
O
M

PLETE INST

ALLATIO
N, IN
C
L
UDI
NG NEW
P

CITY OF
L
OS
A
N

GELES BUSI
N
ESS
T
AX
R
EGI
STR
ATION
N
O:

5. A
R
R
A
N
G
E
M
E
N
TS FOR
O
B
T
AINING
A
NY
M
ATE

RIALS ID
E
N
TIFIED
TO BE
S
U
P
PLI

ED BY LA
D

OT SHALL BE
M
A
DE TEN (10)
W
O
R
KING
D
AYS IN
A
D
V
A
N
CE BY
C
O
N
T
A
C

TING THE LA
D

OT FIELD
O
P
E
R
ATIO

NS DIVISION
AT (213) 92
8--
9 6
0 3. HO
WEV
E
R,

TRAFFIC SIG
N
AL
C
O
N
T
R
O
LLE
RS
R
E
Q
UIRE SIXTY (6
0) W
O
R
KING
D
AYS
A
D
V
A
N
CE NO
TICE
A
ND
M
U

ST BE PIC
K
ED
UP
WITHIN
FIFT
E
EN (15) W
O
R
KING
D
A
YS
AFT

ER NOTIFI
C
ATI
O
N. C
O
N
T
A
CT LA
D
OT SIG
N
AL SH
OP
AT (213) 4
7 3--
8 4
68 TO
C
O
O
R
DIN
ATE
C
O
N
T
R
O

LLER DE
L
V
ER
A
N
D
/
OR
PIC
K
U
P.

6. ALL ID
E
N
TIFI
ED
T
R

AFFIC SIG
N
AL EQ
UIP
M
E

NT SHALL
BE
RET
U
R
N
ED
TO LA
D
OT.

A
RRA
N
G
E
M
E
N
TS FOR
RETU
R
NING
ID
E
NTIFI
ED EQ
UIP
M
E
NT
TO LAD
OT SH
ALL BE
MADE FIVE (5) W
O
R
KING
D
A
YS IN
A
D
V
A
N
CE BY
C
O
N
T
A
CTI

NG THE LA
D
OT
M
ATE

RIAL SERVI
C

ES DIVI
SION
AT (213) 92
8--
9 6
3 6.
o
' - a2
425 l7 -
+-- "' ----:!:
3!:.:Z..;.'·•_--_
-.;:__ =-
"--:,,,,_"",-- :-
-
-
-
-
-
-
-
--=
---j
-
-
-
---'
3""-
-9
-:
-b
-3 (P---i) 1 2 1

SE EXISTI
NG ST
U
B
-
O
UT. IF
STU
B--
O
UT_IS
N
OT e
R
E
HAB
IN
PLA
C
E, C
O
N
TRA
C
T
OR
S

HALL IN
S
TALL
N
EW
STU
B--
O
UT
P
ER LA
D
OT .2y D
W
G. S--
7 0.1A. < s
P
U
R
PLE LI
NE
EXTE
N

SION --
C
O
N
TRA
C
T
OR
M
AY
R
E
-
U
SE
T

HE EXIS
TING
D
LC IN
T
HE
P
U
LL
B
OX
AS
DET
E
R
MIN
ED
BY
T
HE
TRA
F
FIC
SIG
N
AL IN
S
P
E
C
T
O
R. S
H
O
U
LD
T
HE
C
O
N
TRA
C
T
OR
D
AMA
GE
T

HE EXIS
TING
C
A
B
L
E, NEW
D
LC
C
A
B
LE
S
H
A
LL
BE
IN
S
T
A
L
L
ED
F
R
OM
T
HE
P
U
LL
B
OX
TO
T
HE
C
O
N
T
R
O
L
L
ER
AT
T
HE
C
O
N
T
R
A
C
T
O
R'S EX
P
E
N
S
E.

7. R
E
F
ER
TO
CITY
OF
BEV
E
R
LY
HIL
LS
SIG
NING
A
ND
S
T
RIPING
PLA
N.

SL SL SL SL SL SL SL
27''SD
27''SD 27''SD 27''SD 27''SD
27''SD
PT&T 12''W 12''W 12''W
12''WPT&T PT&T PT&T PT&T PT&T
4 8
8 M POC
IRR
3 3
3 3
2 2
1 1
1 TYP.

TYP.

TYP.
7 7
9 9
(150) INDIAN HAWTHORN (1 GAL.)
(95) LANTANA (1 GAL.)
(800) SYLVER CARPET DYMONDIA (4" POT)
(375) INDIAN HAWTHORN (1 GAL.)
(120) LANTANA (1 GAL.)
(1,500) SILVER CARPET DYMONDIA (4" POT)
(65) INDIAN HAWTHORN (1 GAL.)
(50) LANTANA (1 GAL.)
(350) SILVER CARPET DYMONDIA (4" POT)
(70) INDIAN HAWTHORN (1 GAL.)
(65) LANTANA (1 GAL.)
(400) SILVER CARPET DYMONDIA (4" POT)
8+00
8+50
9 9

PLANTING BOUNDARY BETWEEN

INDIAN HAWTHORN AND

LANTANA SHRUBS, TYP
5 PLANTING BOUNDARY BETWEEN

INDIAN HAWTHORN AND

LANTANA SHRUBS, TYP
6 EXISTING PULL BOX;
SEE CONSTRUCTION NOTE 6
6 TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
O B
CALL
EF Call: TOLL FREE RE
811
U
D I G
YO

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.

CITY OF BEVERLY HILLS, CALIFORNIA

DATE REVISION BY CIVIL ENGINEERING DEPARTMENT
DATE
DATE
DATE

SCALE AS SHOWN
DRAWN

DESIGNED
F.B. NO.

CHECKED

PAGE TO

APPROVED
JOB NO.

SUBMITTED
PROJECT:

DATE
DRAWING NO.

SHEET OF
DATE
SHEET
(213) 223-1400
Los Angeles, CA 90017 865 South Figueroa Street, Suite 3200

WILSHIRE BOULEVARD

STREET IMPROVEMENTS
ARIEF NAFTALI PE 64286 DATE
BT
BT
NN
10/14/2025
10/14/2025
WARNING:

BEFORE STARTING WORK ON EXISTING SERIES STREET

LIGHTING CIRCUITS, CONTRACTOR MUST OBTAIN DAILY
SAFETY CIRCUIT CLEARANCE FROM THE SERVING UTILITY.

CUT-OUT PLUGS MUST BE PULLED AND "MEN AT WORK"

SIGNS POSTED BEFORE ANY WORK IS DONE OR
CONNECTIONS MADE.
18 10/14/2025
10/14/2025

STATE OF CAL I FORN I A
RE

GISTERED PROFESSIONAL
ENGI N
E
E
R
A

R I E F N A F T A
L I
No. 64286

C I V I L
0'
GRAPHIC SCALE 1" = 10'
Note: For reduced sized prints, original scale is in inches 10' 5' 10' 20'
18 IRRIGATION AND

LANDSCAPE PLAN

WILSHIRE BLVD

S SANTA MONICA BLVD

CONSTRUCTION NOTES
ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED; SIZE PER SCHEDULE, THIS SHEET. THE CONTRACTOR SHALL COORDINATE

ALL SLEEVING LOCATIONS AND INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK CONSTRUCTION. LATERAL AND MAIN SHALL BE INSTALLED AT REQUIRED DEPTH PER IRRIGATION SCHEDULE.

INSTALL DRIP ZONE CONTROL VALVE KIT AND VALVE BOX TIGHT TO EDGE OF PLANTER. LOCATION SHOWN IS DIAGRAMMATIC. CONTRACTOR

SHALL SIZE VALVE BOX TO ACCOMMODATE VALVES AND ASSOCIATED DRIP EQUIPMENT.

PROVIDE FULLY FUNCTIONING DRIP SYSTEM PER SCHEDULE, THIS SHEET.

INSTALL PER MANUFACTURER'S INSTALLATION DETAILS. SUBMIT

PROPOSED LAYOUT PLAN FOR DRIP LINES AND EQUIPMENT LOCATION PRIOR TO INSTALLATION FOR APPROVAL BY ENGINEER. GPM PROVIDED FOR EACH VALVE IS APPROX. AND SHALL BE VERIFIED BY CONTRACTOR.

INSTALL 1" IRRIGATION METER AND POINT OF CONNECTION EQUIPMENT PER SCHEDULE, THIS SHEET. CONTRACTOR TO COORDINATE
INSTALLATION OF WATER METER AND CONNECTION TO 12" WATER MAIN AS NOTED; METER LOCATION SHOWN IS DIAGRAMMATIC.

INSTALL IRRIGATION CONTROLLER AND EXTEND IRRIGATION CONTROL WIRES TO AUTOMATIC VALVES, INCLUDING TWO (2) ADDITIONAL SPARE WIRES LOOPED THROUGH BOTH VALVE LOCATIONS.

PROVIDE 110V ELECTRICAL SERVICE FROM EXISTING SERVICE CABINET LOCATED ON SPALDING DRIVE (NOT SHOWN); SEE GENERAL NOTES, THIS SHEET, FOR ADDITIONAL INFORMATION ON ELECTRICAL CONNECTION.

PULL WIRE THROUGH EXISTING 2" CONDUIT FROM SERVICE CABINET TO PULL BOX, LOCATED IN TRAFFIC ISLAND WHERE NOTED ON THE PLANS; SLEEVE IN #10 CONDUIT FROM PULL BOX TO CONTROLLER
INSTALL CONNECTING LATERAL DRIP SUPPLY LINES AT 18" DEPTH MIN.

TO PLANTING/DRIP AREAS. SLEEVE UNDER PAVED AREAS, AS REQUIRED.

LATERAL LINE LOCATIONS SHOWN ARE DIAGRAMMATIC.

SAVE AND PROTECT EXISTING TREE(S).

PLANTING AREA; INSTALL 12" TOPSOIL AND PLANT AS FOLLOWS (QUANTITIES AND CONTAINER SIZE AS SHOWN ON THE PLANS):
- INDIAN HAWTHORN SHRUBS AT 12" O.C. WITHIN DASHED LINE - LANTANA SHRUBS (WHITE/PURPLE FLOWER) IN A SINGLE ROW AT 12" O.C. OUTSIDE OF DASHED LINE
- SILVER CARPET DYMONDIA GROUNDCOVER, UNDERPLANTED BENEATH SHRUBS THROUGHOUT PLANTING AREA AT 6" O.C.
1 2
3 4
5 6
7 8
9 INTERSECTION AT WILSHIRE BOULEVARD

AND SANTA MONICA BOULEVARD
SYMBOL MANUFACTURER MODEL NO. DESCRIPTION
RAINBIRD ESP-LXME2 WITH

CELLULAR CAPACITY
OUTDOOR 12-STATION CONTROLLER, PLASTIC WALL-MOUNT ENCLOSURE WITH STAINLESS STEEL STRONG BOX.

SEE GENERAL NOTES FOR ELECTRICAL CONNECTION. INSTALL PER MANUFACTURER'S INSTRUCTIONS . LOCATION SHOWN IS DIAGRAMMATIC, VERIFY LOCATION WITH PROJECT ENGINEER, PRIOR TO INSTALLATION. PROVIDE 2" CONDUIT FROM POWER SOURCE AND SERVICE CABINET TO CONTROLLER LOCATION.

NETAFIM HYDROMETER FLOW METER/MASTER VALVE. LOCATION SHOWN IS DIAGRAMMATIC; VERIFY LOCATION WITH PROJECT ENGINEER PRIOR TO INSTALLATION.

POINT OF CONNECTION EQUIPMENT, SEE BELOW
FEBCO 825Y OR APPROVED
EQUAL 1 1
4" REDUCED PRESSURE BACKFLOW PREVENTER
MATCO-NORCA 513T BRONZE GATE VALVE, FULL PORT, HEAVY DUTY, NON-RISING STEM. IPS, WHEEL HANDLE. SIZE TO MATCH MAIN LINE PIPE.

NETAFIM

TLDL TECHLINE,

0.4GPH EMITTERS AT
12" O.C.

PRESSURE-COMPENSATING AND CONTINUOUS SELF FLUSHING LANDSCAPE DRIPLINE WITH LINE-FLUSHING VALVE AT LOW POINTS OF EACH ZONE AND AT END OF EACH ZONE. DRIPLINE LATERALS SPACED AT 12" APART WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SUBSURFACE INSTALLATION 2" BELOW FINISH GRADE.

UV-RESISTANT.

RAINBIRD PEB 1" DRIP CONTROL
VALVE
PRESSURE REGULATING FILTER AND PVC BALL VALVE. INSTALL PER DETAIL THIS SHEET, AND PER MANUFACTURERS INSTRUCTIONS.
2" PVC SCH 80, IRRIGATION MAIN LINE - 24" MIN COVER
1" PVC SCH 40, LATERAL SUPPLY LINE - 18" MIN COVER
PVC SCHEDULE 40 SLEEVING; SIZE MIN. 1" LARGER THAN DIAMETER OF INSERT PIPE/WIRE BUNDLE OR LARGER AS REQUIRED TO ALLOW PIPE AND RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING. EXTEND SLEEVES 18" BEYOND EDGES OF PAVING OR CURB.

INDICATES VALVE #
INDICATES APPROX. GPM

INDICATES VALVE SIZE
#
GPM
1"
C
POC
M

GENERAL NOTES

1. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH INSTALLATION OF OTHER UTILITIES. LOCATE AND PROTECT ALL UNDERGROUND UTILITIES DURING INSTALLATION OF IRRIGATION SYSTEM.

2. CONTRACTOR MUST COORDINATE SLEEVING, ROAD CROSSING AND PIPE LOCATIONS

WITH INSTALLATION OF UNDERGROUND UTILITIES (INCLUDING ELECTRICAL, SEWER, WATER AND GAS), SIDEWALK, URBAN DESIGN FEATURES AND ILLUMINATION.

3. IRRIGATION SYSTEM SHALL BE INSTALLED, TESTED, MAINTAINED AND GUARANTEED AS PER SPECIFICATIONS.

4. LOCATION OF IRRIGATION METER, POINT-OF-CONNECTION EQUIPMENT, CONTROLLER

CABINET, MAINLINE, LATERALS, SLEEVING AND VALVES INDICATED ON DRAWING ARE DIAGRAMMATIC ONLY. ADJUST LOCATIONS AS REQUIRED AND AS DIRECTED BY THE ENGINEER.

5. MAINLINE SHALL BE BURIED AT A DEPTH OF 24" BELOW FINISH GRADE. LATERAL LINES SHALL BE BURIED TO A DEPTH OF 18" BELOW FINISH GRADE.

6. SLEEVE UNDER ALL PAVED SURFACES; SIZE PER IRRIGATION SCHEDULE, THIS SHEET. SEE IRRIGATION PLANS FOR LOCATION OF PVC SLEEVING.

7. ALL EQUIPMENT SHALL BE AS SPECIFIED OR APPROVED EQUAL. SYSTEM IS

SPECIFICALLY DESIGNED FOR IRRIGATION EQUIPMENT SHOWN ON PLANS AND SUBSTITUTION WILL REQUIRE REDESIGN AND RECALCULATION OF IRRIGATION ZONES.

8. CONTROLLER WIRES SHALL BE TAPED TO IRRIGATION MAIN OR LATERAL LINES WHERE POSSIBLE. IF NOT AVAILABLE, WIRES TO CONTROLLER SHALL BE PLACED IN 1"/1/5" SLEEVE, USE 3M DBY SPLICE KITS.

9. ELECTRICAL SERVICE FOR IRRIGATION CONTROLLER SHALL BE PROVIDED FROM

EXISTING SERVICE CABINET EAST OF THE PROJECT SITE ON THE EAST SIDE OF SPALDING DRIVE. CONTRACTOR SHALL PROVIDE A SEPARATE CIRCUIT WITH AN INDEPENDENT BREAKER FOR IRRIGATION ELECTRICAL SERVICE. - SERVICE ADDRESS : 110 SPALDING DRIVE - SCE SERVICE NUMBER : 222013-912555
1 RAINBIRD PEB SERIES REMOTE

CONTROL VALVE
IRRIGATION VALVE BOX: HEAT STAMP LID
WITH 'RCV' IN 2" LETTERS
WATERPROOF CONNECTORS (2)
18"-24" COILED WIRE TO CONTROLLER

FINISH GRADE AT ADJACENT SURFACE
(TURF OR MULCH)
SCH. 80 CLOSE NIPPLE, SIZE PER RCV
2 3
4 5
6 PVC SLIP (OR FPT) X FPT UNION

ISOLATION VALVE, SIZE AND TYPE PER PLAN
BRICK SUPPORTS (4)

FILTER FABRIC-WRAP TWICE AROUND

BRICK SUPPORTS
3/4" WASHED GRAVEL-4" MIN. DEPTH

IRRIGATION LATERAL

MAINLINE AND FITTINGS
7 8
9 10
11 12
13 6 5
7 8
5 4 3 1 2
LEGEND
6 7
12 9
10 11 13

CITY OF BEVERLY HILLS - VALVE CONFIGURATION
(NO SCALE) MIN. 1" CLEAR
#2

5.0 GPM
1"
#1

1.6 GPM
1"

IRRIGATION SCHEDULE
STATE
OF

CAL I FORN I A

REGISTERED
PROF
E

S IONAL ENGINEER

A R I E
F
N
A
F
T A L INo. 64286 C I V I L

GENERAL NOTES
DATE
10 14 2025
865 South Figueroa Street, Suite 3200
Los Angeles, CA 90017
(213) 223-1400
ARIEF NAFTALI PE 64286
PSOMAS

CONSTRUCTION NOTES
() ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED; SIZE PER SCHEDULE, THIS SHEET. THE CONTRACTOR SHALL COORDINATE

ALL SLEEVING LOCATIONS AND INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK CONSTRUCTION. LATERAL AND MAIN SHALL BE INSTALLED AT REQUIRED DEPTH PER IRRIGATION SCHEDULE.

Ci) INSTALL DRIP ZONE CONTROL VALVE KIT AND VALVE BOX TIGHT TO EDGE OF PLANTER. LOCATION SHOWN IS DIAGRAMMATIC CONTRACTOR

SHALL SIZE VALVE BOX TO ACCOMMODATE VALVES AND ASSOCIATED DRIP EQUIPMENT.

G) PROVIDE FULLY FUNCTIONING DRIP SYSTEM PER SCHEDULE, THIS SHEET.

INSTALL PER MANUFACTURER'S INSTALLATION DETAILS. SUBMIT

PROPOSED LAYOUT PLAN FOR DRIP LINES AND EQUIPMENT LOCATION PRIOR TO INSTALLATION FOR APPROVAL BY ENGINEER. GPM PROVIDED

FOR EACH VALVE IS APPROX ANO SHALL BE VERIFIED BY CONTRACTOR ()INSTALL
1" IRRIGATION METER AND POINT OF CONNECTION EQUIPMENT

PER SCHEDULE, THIS SHEET CONTRACTOR TO COORDINATE
INSTALLATION OF WATER METER AND CONNECTION TO 12" WATER MAIN AS NOTED; METER LOCATION SHOWN IS DIAGRAMMATIC
@ INSTALL IRRIGATION CONTROLLER ANO EXTEND IRRIGATION CONTROL WIRES TO AUTOMATIC VALVES, INCLUDING TWO (2) ADDITIONAL SPARE WIRES LOOPED THROUGH BOTH VALVE LOCATIONS.
(@) PRODE 11 av ELECTRICAL SERVICE FROM EXISTING SERVICE CABINET LOCATED ON SPALDING DRIVE (NOT SHOWN); SEE GENERAL NOTES. THIS SHEET, FOR ADDITIONAL INFORMATION ON ELECTRICAL CONNECTION.

PULL WIRE THROUGH EXISTING 2" CONDUIT FROM SERVICE CABINET TO PULL BOX, LOCATED IN TRAFFIC ISLAND WHERE NOTED ON THE PLANS; SLEEVE IN #1O CONDUIT FROM PULL BOX TO CONTROLLER
(j) INSTALL CONNECTING LATERAL DRIP SUPPLY LINES AT 18" DEPTH MIN.

TO PLANTING/DRIP AREAS SLEEVE UNDER PAVED AREAS, AS REQUIRED.

LATERAL LINE LOCATIONS SHOWN ARE DIAGRAMMATIC.
© SAVE AND PROTECT EXISTING TREE(S)
(@) PLANTING AREA; INSTALL 12" TOPSOIL AND PLANT AS FOLLOWS (QUANTITIES AND CONTAINER SIZE AS SHOWN ON THE PLANS):
- INDIAN HAWTHORN SHRUBS AT 12" 0.C WITHIN DASHED LINE
LANTANA SHRUBS (WHITE/PURPLE FLOWER) IN A SINGLE ROW AT 12"

0.C. OUTSIDE OF DASHED LINE
- SILVER CARPET DYMONDIA GROUNDCOVER, UNDERPLANTED BENEATH SHRUBS THROUGHOUT PLANTING AREA AT 6" 0.C.

I. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH INSTALLATION OF OTHER UTILITIES. LOCATE AND PROTECT ALL UNDERGROUND UTILITIES DURING

INSTALLATION OF IRRIGATION SYSTEM

2. CONTRACTOR MUST COORDINATE SLEEVING, ROAD CROSSING AND PIPE LOCATIONS

TH INSTALLATION OF UNDERGROUND UTIUTIES (INCLUDING ELECTRICAL, SEWER,

WATER AND GAS), SIDEWALK, URBAN DESIGN FEATURES AND ILLUMINATION

3. IRRIGATION SYSTEM SHALL BE INSTALLED, TESTED, MAINTAINED AND GUARANTEED

AS PER SPECIFICATIONS

4. LOCATION OF IRRIGATION METER, POINT--OF-CONNECTION EQUIPMENT, CON TROLLER

CABINET, MAINLINE, LATERALS, SLEE VNG AND VALVES INDICATED ON DRAWING ARE DIAGRAMMATIC ONLY. ADJUST LOCA T!ONS AS REQUIRED AND AS DIRECTED BY THE ENGINEER.

5. MAINLINE SHALL BE BURIED AT A DEPTH OF 24" BELOW FINISH GRADE. LATERAL LINES SHALL BE BURIED TO A DEPTH OF 18" BELOW FINISH GRADE.

6. SLEEVE UNDER ALL PAVED SURFACES; SIZE PER IRRIGATION SCHEDULE, THIS SHEET. SEE IRRIGATION PLANS FOR LOCATION OF PVC SLEEVING 7 ALL EQUIPMENT SHALL BE AS SPECIFIED OR APPROVED EQUAL SYSTEM IS

SPECIF/CALLY DESIGNED FOR IRRIGATION EQUIPMENT SHOWN ON PLANS AND SUBSTITUTION WLL REQUIRE REDESIGN AND RECALCULATION OF IRRIGATION ZONES.

8. CONTROLLER WIRES SHALL BE TAPED TO /RR/GA TION MAIN OR LATERAL LINES WHERE POSSIBLE. IF NOT AVAILABLE, WIRES TO CONTROLLER SHALL BE PLACED IN 1"/1/5" SLEEVE, USE 3M DBY SPLICE KITS.

9. ELECTRICAL SERVICE FOR IRRIGATION CONTROLLER SHALL BE PROVDED FROM

EXISTING SERVICE CABINET EAST OF THE PROJECT SITE ON THE EAST SIDE OF SPALDING DRIVE. CONTRACTOR SHALL PROVIDE A SEPARATE CIRCUIT WTH AN

INDEPENDENT BREAKER FOR IRRIGATION ELECTRICAL SERMOE
SERVICE ADDRESS: 110 SPALDING DRIVE
SC£ SERVICE NUMBER; 222013-912555
c
.

Gin
}
c
rr
o
ft JR
yIL
F CK
DEPTH
6 3/4" WASHED GRAVEL-4" MIN.

IRRIGATION LATERAL

MAINLINE AND FITTINGS
2 0 PVC SLIP (OR FPT) X FPT UNION
® ISOLATION VALVE, SIZE AND TYPE PER PLAN
0 BRICK SUPPORTS (4)
(10) FILTER FABRIC--WRAP TWICE AROUND

BRICK SUPPORTS
13)

CITY OF BEYERL Y HILLS - VAL VE CONFIGURATION
(NO SCALE)
10 11) '
LEGEND
0 RAINBIRD PEB SERIES REMOTE

CONTROL VALVE
() IRRIGATION VALVE BOX: HEAT STAMP LID
k/ qr 'RCV' IN 2" LETTERS
(3) WATERPROOF CONNECTORS (2)
()
18"-24" COILED WIRE TO CONTROLLER
® FINISH GRADE AT ADJACENT SURFACE
(TURF OR MULCH)
© SCH. 80 CLOSE NIPPLE, SIZE PER RCV
5 10' 20'
\ \
\,
l
10'
-
- -
/
GRAPHIC SCALE 1" = 10'
Note: For reduced sized prints, original scale is in inches

WILSHIRE BLVD
/
EXISTING PULL BOX;
SEE CONSTRUCTION NOTE 6
so) INDIAN HAWTHORN (1 GAL)
(95) LANTANA (1 GAL.)
(800) SYLVER CARPET DYMONDIA (4" POT)
31+50
B

PLANTING BOUNDARY BETWEEN

INDIAN HAWTHORN AND

LANTANA SHRUBS, TY
#2
/
2 5.0 GPM
1"
4 (4" POT)
1 TYP.
,/
(65) INDIAN HAWTHORN (1 GAL.)
(50) LANTANA (1 GAL.)
(350) SILVER CARPET DYMONDIA
U/
31+00
\
(375) INDIAN HAWTHORN (1 GAL.)
(120) LANTANA (1 GAL.)
L_(1,500) SILVER CARPET DYMONDIA (4" POT)
3 (g
• #
3 \ N'-A
\
9 (4" POT)
q

PLANTING BOUNDARY BETWEEN

INDIAN HAWTHORN AND

LANTANA SHRUBS, TYP
I
r
(70) INDIAN HAWTHORN (1 GAL.)
(65) LANTANA (1 GAL.)
(400) SILVER CARPET DYMONDIA
SYMBOL MANUFACTURER MODEL NO. DESCRIPTION
OUTDOOR 12-STATION CONTROLLER, PLASTIC WALL-MOUNT ENCLOSURE WITH STAINLESS STEEL STRONG BOX. @) RAIN BIRD ESP --LXME2 WITH SEE GENERAL NOTES FOR ELECTRICAL CONNECTION. INSTALL PER MANUFACTURER'S INSTRUCTIONS. LOCATION CELLULAR CAPACITY SHOWN IS DIAGRAMMATIC, VERIFY LOCATION WITH PROJECT ENGINEER, PRIOR TO INSTALLATION PROVIDE 2"

CONDUIT FROM POWER SOURCE AND SERVICE CABINET TO CONTROLLER LOCATION NE TAFIM HYDROMETER FLOW METER /MASTER VALVE. LOCATION SHOWN IS DIAGRAMMATIC; VERIFY LOCATION WITH PROJECT ENGINEER PRIOR TO INSTALLATION.

E POINT OF CONNECTION EQUIPMENT, SEE BELOW
FEBCO 825Y OR APPROVED 1 " REDUCED PRESSURE BACKFLOW PREVENTER EQUAL MATCO--NORCA 5131 BRONZE GATE VALVE, FULL PORT, HEAVY DUTY, NON-RISING STEM. IPS, WHEEL HANDLE. SIZE TO MATCH MAIN LINE PIPE.

TLDL TECHLINE,

PRESSURE-COMPENSATING AND CONTINUOUS SELF FLUSHING LANDSCAPE DRIPLINE WITH LINE-FLUSHING VALVE I AT LOW POINTS OF EACH ZONE AND AT END OF EACH ZONE. DRIPLINE LATERALS SPACED AT 12" APART WITH NETAFIM 0.4GPH EMITTERS AT
12" 0.c EMITTERS OFFSET FOR TRIANGULAR PATTERN. SUBSURFACE INSTALLATION 2" BELOW FINISH GRADE.

UV--RESISTANT
RAINBIRD PEB 1" DRIP CONTROL PRESSURE REGULATING FILTER AND PVC BALL VALVE INSTALL PER DETAIL THIS SHEET, AND PER VALVE MANUFACTURERS INSTRUCTIONS.
--- 2" PVC SCH 80, IRRIGATION MAIN LINE -24" MIN COVER
1" PVC SCH 40, LATERAL SUPPLY LINE - 18" MIN COVER
-- - -- PVC SCHEDULE 40 SLEEVING, SIZE MIN. 1" LARGER THAN DIAMETER OF INSERT PIPE /WIRE BUNDLE OR LARGER -- - -- AS REQUIRED TO ALLOW PIPE AND RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING. EXTEND SLEEVES 18" BEYOND EDGES OF PAVING OR CURB.
%
INDICATES VALVE #
INDICATES APPROX. GPM
"

INDICATES VALVE SIZE

IRRIGATION SCHEDULE
CW
_3o�_s_o -f== =:_

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF

INTENTION TO GRADE OR EXCAVATE
Underground Service Alert
a Cl: I0LL IRE
811