Item E-14 Agenda Report — Beverly Hills City Council, July 16, 2024

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AGENDA REPORT
Meeting Date: July 16, 2024
Item Number:

To: Honorable Mayor & City Council
From: Daren Grilley, Assistant Director of Public Works/City Engineer Christine Chung, Project Manager
Subject: AWARD OF A CONTRACT TO THE LOWEST RESPONSIBLE
BIDDER, PALP INC. DBA EXCEL PAVING COMPANY, FOR THE
WILSHIRE BOULEVARD IMPROVEMENTS – CRESCENT DRIVE

INTERSECTION AND SPOT REPAIRS PROJECT IN THE AMOUNT
OF $1,728,510; AND

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

APPROVAL OF A PURCHASE ORDER IN THE NOT-TO-EXCEED
AMOUNT OF $1,901,410 TO PALP INC. DBA EXCEL PAVING

COMPANY FOR THE PROJECT WHICH INCLUDES A
CONTINGENCY OF $172,900
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 Crescent Drive Intersection Improvements and the multiple street and pavement repairs along Wilshire Boulevard between Peck Drive and Rexford Drive in the amount of $1,728,510; approve the plans and specifications therefor with respect to design criteria; approve a construction contingency of 10% in the amount of $172,900; approve the issuance of a purchase order to PALP Inc. DBA Excel Paving Company in the not-toexceed amount of $1,901,410 for the project; and find the project to be categorically exempt from further review under CEQA.

Meeting Date: July 16, 2024

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INTRODUCTION
This report is a request for City Council approval to award a contract to the lowest responsible bidder for the Wilshire Boulevard Improvements – Crescent Drive Intersection and Spot Repairs Project, which includes additional east crosswalk and sidewalk extension improvements at the Crescent Drive intersection and multiple street and pavement repairs along Wilshire Boulevard.

DISCUSSION
The LA Metro Purple (D) Line Extension – Section 2 Station at Wilshire Boulevard and Reeves Drive anticipates opening in 2026. In preparation, the project will implement improvements at Wilshire Boulevard and Crescent Drive to enhance safety, accessibility, and aesthetics for pedestrians and motorists.

The project will also complete pavement repairs at multiple locations along Wilshire Boulevard near Section 2 sites to correct roadway defects. Construction for the Purple (D) Line Extension has accelerated deterioration and wear on Wilshire Boulevard due to daily traffic control, heavy equipment, hauling trucks, and permit deviations, resulting in excessive and concentrated traffic. These proposed repairs will also prepare for Metro’s future resurfacing of Wilshire Boulevard between Peck Drive and Rexford Drive.

The locations and summary of improvements are outlined below:
 Wilshire Boulevard and Crescent Drive intersection:
o New east crosswalk with upgraded traffic signals;
o Sidewalk extension and ADA-compliant curb ramps; and
o New streetscape features (benches with planters, pedestrian lighting, canopy tree, and patterned sidewalks).
 Wilshire Boulevard between Peck Drive and El Camino Drive and between Crescent Drive and Rexford Drive:
o Curb and gutter repairs;
o Bus pad repairs and installations;
o Pavement spot repairs; and
o Catch basin deck repairs.

The project aligns with the adopted Wilshire Boulevard and La Cienega Boulevard Streetscape Design Standards. It is a priority to complete these improvements before Metro resurfaces Wilshire Boulevard between Peck Drive and Rexford Drive as early as late 2025.

On May 20, 23, and 24, 2024, a Notice Inviting Bids was published on the City’s PlanetBids web portal, Beverly Press, and Beverly Hills Courier, respectively. 12 prospective prime contractors downloaded the project construction documents, and four prime contractors attended the mandatory pre-bid meeting on June 4, 2024. On June 27, 2024, three bids were received and opened as follows:

PALP Inc. DBA Excel Paving Company $1,728,510.00
Gentry General Engineering, Inc. $2,114,420.00
Matin Construction Inc. $2,892,241.76

Meeting Date: July 16, 2024

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The above bid amounts were tabulated using unit prices, which take precedence over the submitted total bid amounts. All documents submitted by the bidders were in order and complied with the bid proposal requirements. The lowest bid is 17.8% above the Engineer’s Estimate for the project of $1,467,311, including allowances.

PALP Inc. DBA Excel Paving Company is an established contractor with a license in good standing and has previously performed several similar projects within the City of Beverly Hills in recent years and is currently performing the Burton Way Resurfacing Project and on-call pavement repairs contracts.

Staff recommends the project be awarded to PALP Inc. DBA Excel Paving Company in the amount of $1,728,510. Staff also recommends a contingency allowance in the amount of $172,900 (approximately 10%) to address any unforeseen conditions during the contract term.

Community Engagement
Staff conducted the following public outreach on the proposed improvements at the intersection of Wilshire Boulevard and Crescent Drive.
 Staff presented at the Beverly Hills Chamber of Commerce – Monthly Stakeholder Meeting on January 17, 2024.
 The project notice was hand-delivered to the residents and businesses located within 500 feet of the project site and the residential area bound by South Cañon Drive, Charleville Boulevard, and South Elm Drive on January 17, 2024.  One-on-one contacts were made with stakeholders located at the project intersection between December 2023 and April 2024. The stakeholders include Torrey Pines Bank, AKA Beverly Hills, 100 N Crescent Dr building, Wells Fargo, 9350 Wilshire Blvd building, Sixty Hotel, and Ferrari Beverly Hills.

Overall, staff received support or no objection to the proposed improvements from the community. Most stakeholders questioned the project duration and traffic impacts. Once the contractor submits the proposed overall work sequence and traffic control, City staff will notify and coordinate with the impacted stakeholders ahead of the physical work.

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 (California Code of Regulations, Title 14, Sections 15000 et seq.), and the environmental regulations of the City. Upon review by Public Works Department staff, 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 construction contingency allowance in the amount of $172,900 has been included in the purchase order total amount of $1,901,410. Any change orders that require expenditures from this allowance shall be made only upon written request in accordance Meeting Date: July 16, 2024

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with the Municipal Code Section 3-3-110 regarding change orders. The project is eligible to utilize $400,000 in Metro Measure R and $400,000 in Metro Measure M funding because Wilshire Boulevard is a transit corridor serving two Metro bus lines. This project will also utilize the Subway Extension Impact Mitigation fund. All funds for this project are budgeted in Fiscal Year 2024/25 Capital Improvement Program and are provided as follows:

Shana Epstein,
Director of Public Works
Approved By

ACCOUNT NUMBER FUND DESCRIPTION AMOUNT
60012403-850000-00050 Subway Extension Impact Mitigation $1,101,410 33012504-850000-00720 Streetscape – Metro Measure R $400,000 34012505-850000-00720 Streetscape – Metro Measure M $400,000 TOTAL $1,901,410
Attachment 1

AGREEMENT
THIS AGREEMENT, made and entered into this 16th day of July, 2024, 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 IMPROVEMENTS – CRESCENT DRIVE INTERSECTION AND SPOT REPAIRS PROJECT

2. In consideration of such work City agrees to pay Contractor and Contractor agrees to accept the sum of One Million Seven Hundred Twenty-Eight Thousand Five Hundred Ten Dollars and Zero Cents ($1,728,510.00) 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
____________________________________________
LESTER J. FRIEDMAN, 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 Improvements - Crescent Drive Intersection and Spot Repairs Project City of Beverly Hills Wilshire Blvd between Peck Dr & Rexford Drive and Crescent Dr intersection Beverly Hills Los Angeles The work at Wilshire Blvd and Crescent Dr includes: new crosswalk with upgraded traffic signals, extended sidewalk, ADA-compliant curb ramps, pavement reconstruction, and new streetscape features (benches with planters, pedestrian lighting, canopy tree, and patterned sidewalk). This improvement aims to enhance safety, accessibility, and aesthetics for pedestrians and motorists. In addition, the project includes spot repairs along Wilshire Blvd between Peck Drive and Rexford Drive: damaged curb and gutter replacements, bus pad repairs and installations, pavement spot repairs, and catch basin deck replacements. 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 the addition of a crosswalk, normalizing the intersection geometry with extension of sidewalk, replacement of curb ramps to current standards, curb and gutter repairs, pavement spot repairs, and bus pad repairs and installations.

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

Christine Chung 310-285-2516 6/27/2024 Project Manager ■ □
□
□
□
□
□

4.4.0,
Attachment 3

VICINITY MAP
NOTICE TO CONTRACTORS: GENERAL NOTES:

1. NO GRADING SHALL BE STARTED WITHOUT FIRST NOTIFYING THE ENGINEER.

2. WORK SHALL COMPLY WITH CITY MUNICIPAL CODE FOR NOISE AND WORK HOURS AND DAYS.

3. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.

4. SITE BOUNDARIES, EASEMENTS, DRAINAGE DEVICES, RESTRICTED USE

AREAS SHALL BE LOCATED PER CONSTRUCTION STAKING BY THE
CONTRACTOR'S LICENSED SURVEYOR. PRIOR TO GRADING, ALL PROPERTY LINES, EASEMENTS, AND RESTRICTED USE AREAS SHALL BE STAKED.

5. ALL OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF

EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES SHALL BE SEALED WITH 8 INCHES OF BRICK AND MORTAR OR 6 INCHES OF CONCRETE, UNLESS OTHERWISE SHOWN.

6. FINAL MANHOLE RIM, UTILITY LID, AND OTHER EXISTING FACILITY ELEVATIONS SHALL BE ADJUSTED TO MEET FINAL GRADES.

1. THESE PLANS DEPICT THE OWNER'S DESIGN INTENT AND REGULATORY REQUIREMENTS. THE EXISTENCE,

LOCATION, AND CHARACTERISTICS OF UTILITIES AND SITE INFORMATION SHOWN ON THESE PLANS, HAVE

BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA AND NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, SIZES, LOCATIONS AND QUANTITIES OF ALL EXISTING AND

PROPOSED WORK, AND TO RESOLVE ALL DISCREPANCIES PRIOR TO THE COMMENCEMENT OF ANY WORK OR THE PURCHASE OF ANY MATERIALS.

2. UNLESS OTHERWISE NOTED, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (GREENBOOK), AND ANY APPLICABLE COUNTY OF LOS ANGELES CODES, STANDARDS, OR DESIGN DETAILS AS WELL AS THE PROJECT SPECIFICATIONS.

3. THE OWNER, THE OWNER'S REPRESENTATIVE, OR THE RESPONSIBLE GOVERNMENTAL AUTHORITY SHALL

HAVE THE RIGHT TO REJECT ANY AND ALL WORK THAT DOES NOT MEET THE OWNER'S DESIGN INTENT AS

DESCRIBED ON THE PLANS HEREIN OR CALLED FOR IN THE DESIGN SPECIFICATIONS, OR AS REQUIRED BY ANY APPLICABLE GOVERNMENTAL CODES, STANDARDS OR DETAILS. ANY WORK REJECTED, RECOGNIZED AS

NOT BEING DONE IN A WORKMANLIKE MANNER OR THAT IS OTHERWISE DEEMED AS UNACCEPTABLE, SHALL BE REMOVED AND REINSTALLED AT THE CONTRACTOR'S SOLE EXPENSE.

4. THE CONTRACTOR IS REQUIRED TO REVIEW THE PLANS, THE SOILS AND/OR GEOLOGIC REPORTS, AND THE SITE PRIOR TO COMMENCING WORK . 5. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL JOIN CONDITIONS FOR

GRADING, DRAINAGE AND UNDERGROUND FACILITIES, INCLUDING LOCATION AND ELEVATION OF EXISTING UNDERGROUND FACILITIES AT CROSSINGS WITH PROPOSED UNDERGROUND FACILITIES. IF CONDITIONS

DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, PSOMAS, AT (213) 223-1400 AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED.

6. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS.

THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY

AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.

7. FOR TRENCH OR FOOTING EXCAVATIONS DEEPER THAN FIVE FEET, CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE CALIFORNIA CONSTRUCTION AND SAFETY ORDERS. THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AND THE CONSTRUCTION SAFETY ACT SHOULD BE MET.

8. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF EXCAVATION TO ARRANGE FOR FIELD LOCATION OF UTILITY LINES. CALL 1-800-227-2600 FOR THIS SERVICE. ANY UTILITY NOT SUBSCRIBING TO THIS SERVICE SHALL BE CONTACTED DIRECTLY. IT

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE WHETHER ALL UTILITIES HAVE BEEN NOTIFIED.

9. ALL TRAFFIC CONTROL, BARRICADING, AND CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE (M.U.T.C.D.) DETOUR SIGNS SHALL BE POSTED ON WOOD OR METAL POSTS. SIGNS SHALL NOT BE POSTED ON ANY TREE OR TRAFFIC SIGN.

10. NO WATER SHALL BE TAKEN FROM FIRE HYDRANTS WITHOUT APPROVAL FROM THE OWNER.

12. ALL NON-STORMWATER DISCHARGES FROM THE CONSTRUCTION PHASE ACTIVITIES AT THE PROJECT SITE (I.E., MIXING AND CLEANING OF CONSTRUCTION MATERIALS, CONCRETE AND PLASTER WASHOUT, DISPOSAL

OF PAINTS, ADHESIVES, SOLVENTS, AND LANDSCAPE PRODUCTS) SHALL BE PROHIBITED FROM ENTERING

THE STORM DRAINAGE SYSTEM (INCLUDING MUNICIPAL STREETS, CATCH BASINS, CURBS, GUTTERS, DITCHES, MAN-MADE CHANNELS, OR UNDERGROUND STORM DRAINS).

13. GROUND WATERING TO CONTROL DUST SHALL BE REQUIRED DURING CONSTRUCTION PURSUANT TO SCAQMD RULE 403.

14. MATERIALS SUCH AS OIL-BASED ARCHITECTURAL COATINGS, PAINTS AND ASPHALT USED IN CONSTRUCTION SHALL BE CONTROLLED ACCORDING TO SCAQMD REGULATIONS.

15. ALL MATERIALS TAKEN OFF-SITE SHALL BE EITHER SUFFICIENTLY WATERED OR SECURELY COVERED TO PREVENT EXCESSIVE AMOUNTS OF DUST.

16. STREETS AND SIDEWALKS ADJACENT TO THE SITE SHALL BE SWEPT AS NEEDED TO REMOVE SILT WHICH MAY HAVE ACCUMULATED FROM CONSTRUCTION ACTIVITIES.

17. ENGINES MUST BE MAINTAINED IN GOOD CONDITION ACCORDING TO MANUFACTURER'S SPECIFICATIONS.

BOTH GRADING AND CONSTRUCTION ACTIVITIES ARE TO BE SCHEDULED TO EVEN OUT EMISSION PEAKS.

18. GRADING OPERATIONS SHALL BE SUSPENDED DURING SECOND STAGE SMOG ALERTS.

19. THE SITE SHALL BE FENCED TO REDUCE WIND-BLOWN DUST. CONSTRUCTION MATERIALS SHALL BE STORED BEHIND THE TEMPORARY FENCES AND SHALL BE COVERED. ALL STORED SOIL AND SAND SHALL BE COVERED OR TREATED WITH SOIL BINDERS, WHETHER INSIDE OR OUTSIDE THE TEMPORARY WALL. ALL

DEBRIS SHALL BE CLEANED UP DAILY AND PUT IN A DUMPSTER WHICH SHALL HAVE A LID AND THE LID SHALL BE SECURED AT THE END OF THE DAY.

20. CONTRACTOR IS RESPONSIBLE FOR ALL PROJECT RELATED EROSION CONTROL MEASURES.

21. ALL DIMENSIONS ARE TO FACE OF CURB OR CENTERLINE OF PAVEMENT MARKING UNLESS OTHERWISE NOTED.

22. DIMENSIONS PROVIDED ON THESE PLANS ARE APPROXIMATE ONLY. LOCATION OF IMPROVEMENTS TO BE SURVEYED AND STAKED BY CONTRACTOR AND APPROVED BY CITY ENGINEER PRIOR TO INSTALLATION.

23. ALL EXISTING UTILITIES AND DRAINAGE FACILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED.

24. ALL EXISTING SIGNAGE TO REMAIN UNLESS OTHERWISE NOTED.

25. UNLESS OTHERWISE NOTED, ALL EXISTING PAVEMENT MARKING IN CONFLICT WITH PROPOSED MARKING SHALL BE ERADICATED. ERADICATION SHALL BE PREFORMED USING WATER BLASTING OR OTHER NON-DESTRUCTIVE METHOD APPROVED BY THE CITY ENGINEER.

26. THERE SHALL BE A MINIMUM OF 7' VERTICAL CLEARANCE FROM THE GROUND TO THE BOTTOM OF EACH SIGN INSTALLED PER 2014 CAMUTCD STANDARD.

27. ALL PROPOSED SIGNAGE ON CONCRETE OR ASPHALT TO BE INSTALLED ON THE NEW SIGN POST PER SURFACE-MOUNTED SIGN POST DETAIL.

28. ALL PROPOSED SIGNS SHALL BE INSTALLED SUCH THAT THEY DO NOT OBSTRUCT SIGHT LINE AT INTERSECTIONS.

29. ALL WORK SHALL CONFORM WITH THE 2014 CAMUTCD STANDARD AND 2018 CALTRANS STANDARD PLAN AND STANDARD SPECIFICATIONS.

30. ALL APPLICABLE WORK AND MATERIAL SHALL BE DONE IN ACCORDANCE WITH THE MOST RECENT VERSION

OF THE CITY OF BEVERLY HILLS STANDARD TECHNICAL SPECIFICATION AND DETAILS

31. AFTER INSTALLATION OF SIGNAGE, THE CONTRACTOR SHALL TRIM VEGETATION, AS NEEDED,TO ENSURE THAT WEEDS, TREES, OR SHRUBBERY DO NOT OBSCURE THE FACE OF ANY SIGN, AS SPECIFIED IN THE 2014 CAMUTCD STANDARDS.

32. CONTRACTOR SHALL ARRANGE AND PAY FOR RESTRIPING IN KIND FOR ANY EXISTING STRIPING DISTURBED BY CONTRACTOR'S ACTIVITIES.

33. PROTECT ALL EXISTING TRAFFIC LOOPS UNLESS OTHERWISE NOTED.

34. WATERBLAST ONLY FOR REMOVAL OF EXISTING PAINT STRIPING. APPLY THERMOPLASTIC STRIPING FOR THE CROSSWALKS AND STOP BARS ONLY.

GENERAL UTILITY NOTES:

1. DIMENSIONS TO PIPELINES ARE TO CENTERLINE UNLESS OTHERWISE NOTED.

2. INSTALLATION OF PIPES IN TRENCHES SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.

3. CONTRACTOR SHALL PROTECT IN PLACE OR ADJUST WHERE NECESSARY ALL

EXISTING UTILITY LINES, WHETHER SHOWN OR NOT SHOWN ON THESE

PLANS, THAT LAY WITHIN THE LIMITS OF THE NEW CONSTRUCTION, AND ARE NOT SPECIFICALLY MARKED TO BE REMOVED OR ABANDONED.

4. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES THAT ARE IN CONFLICT WITH THE PROJECT, PRIOR TO START OF CONSTRUCTION.

5. 2010 CALIFORNIA FIRE CODE (CFC). TITLE 24 C. C. R. CHAPTER 14, SECTION 1412.1: AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER

TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON THE SITE.

LEGEND:

ABBREVIATIONS

ASPH ASPHALT PAVEMENT

APWA AMERICAN PUBLIC WORKS

ASSOCIATION

BW BACK OF WALK

ELEV ELEVATION

CB CATCH BASIN

CF CURB FACE

CHW CHILLED WATER

CLF CHAIN LINK FENCE

CO CLEANOUT

COM COMMUNICATIONS

CONC CONCRETE PAVEMENT

DW DOMESTIC WATER

E ELECTRICAL LINE
F FILL

FDC FIRE DEPARTMENT CONNECTION
F.F. FINISHED FLOOR

FG FINISHED GRADE

FL FLOW LINE

FS FINISHED SURFACE

FW FIRE WATER

G GAS LINE

GB GRADE BREAK
G. HORIZONTAL

HW HOT WATER

ICV IRRIGATION CONTROL VALVE

INV INVERT

IRR IRRIGATION WATER
G..A. NOT IN CONTRACT
P.A. PLANTER AREA

POC POINT OF CONNECTION TOP OF
BERM

PVC POLYVINYL CHLORIDE PIPE

R RIDGE

R/W RIGHT OF WAY

RCP REINFORCED CONCRETE PIPE

S SLOPE

STA STATION

SD STORM DRAIN

SDCO STORM DRAIN CLEANOUT

SMH SEWER MANHOLE

SPPWC STANDARD PLAN FOR PUBLIC

WORKS CONSTRUCTION

SS SANITARY SEWER
STD. STANDARD

T TELEPHONE LINE

TC TOP OF CURB
STE. TOTAL

TW TOP OF WALL

WV WATER VALVE
N.T.S.

SHT No.

INDEX TO SHEETS

DESCRIPTION
1 TITLE SHEET AND GENERAL NOTES
2 STREET IMPROVEMENT PLAN
3 STREETSCAPE SIDEWALK CROSSHATCH DETAILS
4 STORM DRAIN PLAN
5 TRAFFIC SIGNAL MODIFICATION
6 SIGNING AND STRIPING IMPROVEMENTS
7 PEDESTRIAN LIGHTING
W
E
SS
SD
280
235
T
G
FW

CONCRETE WALKWAY

CIVIL LIMIT OF WORK

SAWCUT LINE

PROPOSED CONTOUR LINE

EXISTING CONTOUR LINE

EXISTING RETAINING WALL

BUILDING FOOTPRINT LINE
EXISTING STORM DRAIN LINE ( >18")
EXISTING STORM DRAIN LINE (<18")

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING FIRE WATER LINE

EXISTING ELECTRICAL LINE

EXISTING GAS LINE

EXISTING TELEPHONE LINE

TITLE SHEET AND

GENERAL NOTES

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

WILSHIRE BOULEVARD

CRESCENT DRIVE STREET IMPROVEMENTS
RYAN LYNCH PE 71441 DATE
MM
NK
RL
02/08/2024
02/08/2024
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.

No. C71441

REGISTERED PROFESSIONAL ENGINEER

STATE OF CAL I FORN I A

C I V I L

RYAN LYNCH
7 INTERSECTION AT
WILSHIRE BOULEVARD AND CRESCENT DRIVE 5/14/2024 5:11 PM \\PPROD.PSOMAS.CORP\PANZURAPROJECTS\LA_PROJECTS\2BEV0205010\ENGR\SHEETS\SHT 1.DWG 02/08/2024
02/08/2024
x x x
CHWR
STM
CHWS
IRR

EXISTING STEAM LINE

EXISTING CHILLED WATER RETURN

EXISTING CHILLED WATER SUPPLY
EXISTING IRRIGATION SUPPLY+

EXISTING UTILITY TO BE REMOVED
NEW STORM DRAIN LINE (>18")

GRADE BREAK

EXISTING CHAIN LINK FENCE

EXISTING BENCH MARK
/////////////////////////////////////
1 REFERENCE DRAWINGS:

CITY OF BEVERLY HILLS STREET IMPROVEMENT PLANS DATED JULY 1953.

CITY OF BEVERLY HILLS
GENERAL NOTES:

THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF WILSHIRE BOULEVARD BEING SOUTH 89°55' EAST, SHOWN ON MAP OF BEVERLY TRACT, M.B. 13 - 62 WAS TAKEN AS THE BASIS OF
BEARINGS FOR THIS SURVEY.

VERTICAL VALUES SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) UTILIZING CITY OF BEVERLY HILLS BENCHMARKS LISTED BELOW:

BENCHMARK NO: 240
WILSHIRE @ CRESCENT (NW CORNER) BRASS PLUG IN WILSHIRE CURB (STAMPED 240N) CENTER 7.0 FOOT CATCH BASIN.

ELEV 217.090 FEET (2012 ADJUSTMENT)
BENCHMARK NO: 239
WILSHIRE @ REXFORD (NW CORNER) BRASS PLUG IN WILSHIRE CURB (STAMPED 239N) CENTER 17.0 FOOT CATCH BASIN.

ELEV 212.280 FEET (2012 ADJUSTMENT)
BASIS OF BEARINGS:

VERTICAL CONTROL:

SANTA MONICA BLVD

CARMELITA AVE

WILSHIRE BLVD S BEVERLY DR S CRESCENT DR

N CRESCENT DR

N REXFORD DR

PROJECT LOCATION

1. ALL WORK DETAILED ON THESE CONSTRUCTION DRAWINGS, EXCEPT AS OTHERWISE STATED IN THE CONTRACT

SPECIFICATIONS, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BEVERLY HILLS STANDARD

CONTRACTUAL REQUIREMENTS, AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLANS AND THE STANDARD

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE STATE OF CALIFORNIA STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION.

2. INSPECTION: ALL WORK AND MATERIAL ARE SUBJECT TO INSPECTION PURSUANT TO APWA SPECIFICATION, LATEST EDITION. CALL (310) 285-2467 (24 HOURS) PRECEDING THE REQUIRED INSPECTION.

3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION, IF REQUIRED, IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. ELEVATION AND LOCATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY CONSTRUCTION AFFECTING SAVED LINES. ELEVATIONS AND LOCATIONS OF

ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY CONSTRUCTION EFFECTING SAID LINES.

4. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED OR MATCHED TO THE NEAREST SCORE LINE BEYOND THE NECESSARY WORKING LIMITS AND SAWCUT TO A MINIMUM DEPTH OF 2 INCHES PRIOR TO THE REMOVAL. UNLESS

OTHERWISE STATED IN THE SPECIAL PROVISIONS, ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME

THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE DAILY, IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL AGENCIES AFFECTED BY THE WORK.

5. TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. TRAFFIC CONTROL PLANS ARE REQUIRED AND SHALL BE PREPARED AND SIGNED BY A TRAFFIC ENGINEER. FOR LANE CLOSURES, THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND OBTAIN APPROVAL OF THE CITY ENGINEER BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE

FLAGMEN AND CONES OR BARRICADES, AS NECESSARY, TO CONTROL TRAFFIC AND PREVENT HAZARDOUS CONDITIONS

PER THE CALIFORNIA STANDARD PLANS, SPECIFICATIONS, AND MANUAL ON TRAFFIC CONTROL DEVICES, LATEST EDITION.

6. IN ALL OPERATIONS, THE REQUIREMENTS OF THE STATE DIVISION OF INDUSTRIAL SAFETY FOR TRENCHES, EXCAVATIONS AND SHORING SHALL APPLY. SAFETY IS STRESSED. ANY OPERATION OR SITUATION THAT THREATENS THE SAFETY OF

WORKERS OR THE PUBLIC, INCLUDING IMPROPER TRAFFIC CONTROL, SHALL CAUSE THE SUSPENSION OF WORK UNTIL CORRECTIONS ARE MADE.

7. ALL OPEN EXCAVATIONS WITHIN A STREET SHALL BE STEEL PLATED AT ALL TIMES, EXCEPT WHEN THE CONTRACTOR IS PHYSICALLY WORKING WITHIN THE AREA AND HAS PLACED BARRICADES TO THE SATISFACTION OF THE ENGINEER.

8. WHEN STEEL PLATES ARE IN USE, THEY SHALL BE INSTALLED FLUSHED WITH EXISTING PAVEMENT PER CITY STANDARD BH 113. NO TRENCHES OR HOLES SHALL BE LEFT OVERNIGHT.

9. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED AND WITHOUT EROSION ALONG THEIR EXISTING STREET OR DRAINAGE COURSES.

10. IN THE COURSE OF RUNOFF WATER CONTROL, THE CONTRACTOR SHALL PROTECT ALL WATER COURSES, THE GROUND WATER AND BODIES OF WATER FROM POLLUTION BY FUELS, OILS, BITUMENS OR OTHER HARMFUL MATERIALS.

11. CONTRACTOR SHALL WATER TEST GUTTERS WITH LESS THAN HALF A PERCENT SLOPE TO DETECT LOW SPOTS. THIS

MUST BE DONE AFTER THE CONCRETE HAS HARDENED, TO PERMIT WATER CHECKING WITHOUT DAMAGING THE SURFACE, BUT SOON ENOUGH THAT THE FLOW LINE CAN BE REWORKED TO OBTAIN PROPER DRAINAGE.

12. PAVEMENT OVER CUT FOR THE CONSTRUCTION OF CONCRETE IMPROVEMENTS WHICH JOINS AN EXISTING ASPHALT PAVEMENT SHALL BE SHALL PER CITY STANDARD BH 114.

13. EXISTING UTILITY BOXES WITHIN TWO FEET OF THE BACK OF THE NEW CURBS SHALL BE ADJUSTED TO GRADE, WHETHER SHOWN ON THE PLANS OR NOT.

14. STREET NAME SIGNS AND POSTS SHALL BE PROTECTED IN PLACE, UNLESS NOTED OTHERWISE.

15. CURB RAMP SLOPES ARE MAXIMUM REQUIREMENTS. THE CONTRACTOR SHALL MAINTAIN THE GRADES AT OR BELOW THE MAXIMUM SLOPES SHOWN. THESE REQUIREMENTS SHALL NOT BE EXCEEDED.

16. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 2 WORK DAYS PRIOR TO ANY EXCAVATION.

TELEPHONE: 811.

17. THE CONTRACTOR SHALL NOTIFY THE CITY OF BEVERLY HILLS PUBLIC WORKS DEPARTMENT INSPECTOR LEAST 2

WORKING DAYS PRIOR TO COMMENCEMENT OR PER THE RIGHT-OF-WAYS PERMIT REQUIREMENT, WHICHEVER IS MORE RESTRICTIVE.

18. FAILURE TO COMPLY WITH ANY OF THE CONTRACT PROVISIONS SHALL BE SUFFICIENT CAUSE FOR THE CITY TO ARRANGE FOR THE NECESSARY WORK TO BE PERFORMED BY OTHERS. ANY COSTS INCURRED TO COMPLETE THE NECESSARY WORK WILL BE CHARGED TO THE CONTRACTOR.

19. THE CONTRACTOR SHALL RESTORE ALL DAMAGED, REMOVED OR OTHERWISE DISTURBED WALLS, FENCES, SERVICES, UTILITIES, IMPROVEMENTS OR FEATURES OF WHATEVER NATURE DUE TO CONTRACTOR'S WORK.

20. ALL SURVEY MONUMENTS WITHIN THE CONSTRUCTION LIMITS MUST BE PERPETUATED IN ACCORDANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT OF THE STATE OF CALIFORNIA.

21. PEDESTRIAN, PUBLIC ACCESSES, AND WHEELCHAIR ACCESSES SHALL BE MAINTAINED DURING THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.

22. THE CONTRACTOR SHALL CONTROL DUST AT ALL TIMES AND SWEEP STREETS AS OFTEN AS NECESSARY DURING CONSTRUCTION AS REQUIRED BY THE CITY ENGINEER.

23. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING CONSTRUCTION OF THIS PROJECT. THIS INCLUDES THE SAFETY OF ALL PERSONS AND PROPERTY, PURSUANT TO THE

PROVISIONS OF OSHA AND ITS REGULATIONS FOR THE PROTECTION OF WORK, STRUCTURES, SHORING AND OTHER IMPROVEMENTS. THE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

24. ALL REVISIONS TO THIS PLAN MUST BE REVIEWED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION

AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS STAMPED AND SIGNED BY THE CITY ENGINEER PRIOR TO THE INSTALLATION OF THE IMPROVEMENTS.

25. CONTRACTOR SHALL PREPARE AND HAND DELIVER SUBSEQUENT NOTICES (REVIEWED AND APPROVED BY CITY) AS REQUIRED BY THE CITY TO THE PROPERTIES LOCATED ADJACENT TO THE PROJECT SITE.

26. A MINIMUM 5 FEET PEDESTRIAN WALKWAY AND MINIMUM TWO (2) OUT OF THE EXISTING FOUR (4) CROSSWALKS MUST BE MAINTAINED AND OPENED AT ALL TIME. PROPOSED DETOURS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO IMPLEMENTATION.

27. COMPLETE ALL CONCRETE WORK AT LEAST ONE WEEK AHEAD OF PAVEMENT GRIND AND OVERLAY. OVERLAY SHALL BE COMPLETED WITHIN 24 HOURS OF GRINDING. COMPLETE PERMANENT STRIPING IMMEDIATELY AFTER 7 CALENDAR DAYS OF OVERLAY. PERMANENT STRIPING SHALL BE CAT-TRACKED BY CONTRACTOR AND REVIEWED AND APPROVED BY CITY ENGINEER. TEMPORARY STRIPING TABS SHALL BE INSTALLED IMMEDIATELY AFTER OVERLAY AND BE MAINTAINED UNTIL PERMANENT STRIPING IS COMPLETE.

DATE
1 02/08/2024

EXISTING STEAM LINE

EXISTING CHILLED WATER RETURN

EXISTING CHILLED WATER SUPPLY
EXISTING IRRIGATION SUPPLY+

EXISTING UTILITY TO BE REMOVED
NEW STORM DRAIN LINE (>18)

GRADE BREAK

EXISTING CHAIN LINK FENCE

EXISTING BENCH MARK
865 South Figueroa Street, Suite 3200
Los Angeles, CA 90017
(213) 223-1400
PE 71441
-- x---x---x-
---GB --GB--
- - -STM- - -
- -CHWR- -
- -CHWS- -
--IRR--

RYAN LYNCH

CONCRETE WALKWAY

CIVIL LIMIT OF WORK

SAWCUTLINE

PROPOSED CONTOUR LINE

EXISTING CONTOUR LINE

EXISTING RETAINING WALL

BUILDING FOOTPRINT LINE
EXISTING STORM DRAIN LINE (218")
EXISTING STORM DRAIN LINE (<18")

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING FIRE WATER LINE

EXISTING ELECTRICAL LINE

EXISTING GAS LINE

EXISTING TELEPHONE LINE
7 PEDESTRIAN LIGHTING
6 SIGNING AND STRIPING IMPROVEMENTS

S TRAFFIC SIGNAL MODIFICATION
4 STORM DRAIN PLAN
3 STREETSCAPE SIDEWALK CROSSHATCH DETAILS
2 STREET IMPROVEMENT PLAN
SHT No. DESCRIPTION
PSOMAS
REFERENCE DRAWINGS:

CITY OF BEVERLY HILLS STREET IMPROVEMENT PLANS DATED JULY 1953. 1 TITLE SHEET AND GENERAL NOTES

INDEX TO SHEETS
-SD-
-SS-
-W-_
- -- -FW- -- -
- -- -E- -- -
----G----
----T----
4444444444
l

ASPH ASPHALT PAVEMENT ICV IRRIGATION CONTROL VALVE

APWA AMERICAN PUBLIC WORKS INV INVERT

ASSOCIATION IRR IRRIGATION WATER
BW BACK OF WALK G.A. NOT IN CONTRACT
ELEV ELEVATION P.A. PLANTER AREA

CB CATCH BASIN POC POINT OF CONNECTION TOP OF

CF CURB FACE BERM

CHW CHILLED WATER PVC POLYVINYL CHLORIDE PIPE

CLF CHAIN LINK FENCE R RIDGE
co CLEANOUT RW RIGHT OF WAY

COM COMMUNICATIONS RCP REINFORCED CONCRETE PIPE
CONC CONCRETE PAVEMENT s SLOPE

DW DOMESTIC WATER STA STATION

E ELECTRICAL LINE SD STORM DRAIN

F FILL SDCO STORM DRAIN CLEANOUT

FDC FIRE DEPARTMENT CONNECTION SMH SEWER MANHOLE
F.F. FINISHED FLOOR SPPWC STANDARD PLAN FOR PUBLIC

FG FINISHED GRADE WORKS CONSTRUCTION
FL FLOW LINE ss SANITARY SEWER
FS FINISHED SURFACE STD. STANDARD

FW FIREWATER T TELEPHONE LINE

G GAS LINE TC TOP OF CURB
GB GRADE BREAK STE. TOTAL
G. HORIZONTAL TW TOP OF WALL

HW HOT WATER WV WATER VALVE
4l
r6
-------

ABBREVIATIONS
LEGEND:
0 ?/PROJECT LOCATION
t ]/A
8JI a. 'hf+ + l
,,,.,
9 9

VICINITY MAP
N.T.S.

THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF WILSHIRE BOULEVARD BEING SOUTH 89'55' EAST, SHOWN ON MAP OF BEVERLY TRACT, M.B. 13-62 WAS TAKEN AS THE BASIS OF
BEARINGS FOR THIS SURVEY.