Item E-13 Agenda Report — Beverly Hills City Council, December 9, 2025

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

To: Honorable Mayor & City Council
From: Daren Grilley, Assistant Director of Public Works/City Engineer Elijah Selby, Associate Project Manager
Subject: AWARD OF A CONTRACT TO THE LOWEST RESPONSIBLE
BIDDER, POLO ENGINEERING, INC., FOR THE CROSSING

IMPROVEMENTS AT VARIOUS LOCATIONS WITHIN THE CITY

OF BEVERLY HILLS, CALIFORNIA, IN THE AMOUNT OF
$830,365.32; AND

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

APPROVAL OF A PURCHASE ORDER IN THE AMOUNT OF
$913,402 (INCLUDING A CONTINGENCY OF $83,036.68) TO
POLO ENGINEERING, INC. 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
Attachments: 1. Agreement with POLO Engineering, Inc.

2. Categorical Exemption

3. Project Plans
______________________________________________________________________________

RECOMMENDATION
Staff recommends City Council approve the award of a contract to the lowest responsible bidder, POLO Engineering, Inc., for the crossing improvements at various locations within the City in the amount of $830,365.32; approve the plans and specifications for the project with respect to design criteria; approve a construction contingency of 10% in the amount of $83,036.68; approve the issuance of a purchase BEVERL
HILLS
di
BEVERL
HILLS
di
Meeting Date: December 9, 2025

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order to POLO Engineering, Inc. in the amount of $913,402; 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.

INTRODUCTION
This report is a request for City Council approval to award a contract to the lowest responsible bidder, POLO Engineering, Inc., for the crossing improvements at two locations within the City of Beverly Hills.

The intersection of Roberton Boulevard/Gregory Way and the midblock location on Olympic Boulevard between Wetherly Drive and Almont Drive were identified in 2023 as part of the City’s Pedestrian Safety Crossing Program, which included a data-driven analysis to identify citywide locations for new proposed pedestrian crossings. With feedback from the Traffic and Parking Commission, almost 50 locations were prioritized into three tiers based on safety and access metrics. Both the Robertson Boulevard/Gregory Way and Olympic Boulevard crossing locations ranked in the top tier, and each was requested by multiple residents.

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 a California-licensed Civil Engineer employed by a firm under contract with the City. Both documents were reviewed and approved by the City’s Associate Project Manager, who is also a California-licensed Civil Engineer.

This project will install traffic signals at these locations with high visibility crosswalk markings, ADA curb ramps, and civil improvements to enhance safety and walkability for people traversing these high traffic corridors. Conceptual design for both locations was reviewed and supported by the Traffic and Parking Commission at the November 7, 2024 meeting. To advise residents of the commission meeting, notices were mailed to locations within a 500-foot radius around each proposed crossing (approximately 850 addresses), and three residents expressed their support.

On October 8, 2025, a Notice Inviting Bids was published on the City’s PlanetBids web portal, in the Beverly Hills Courier, and the Beverly Hills Weekly, respectively. Fifteen (15) contractors downloaded the project construction documents as prime contractors.

On November 6, 2025, five (5) bids were received as follows:

POLO Engineering, Inc. $830,365.32
Environmental Construction, Inc. $876,938.40
Engineer’s Estimate $925,000.00
E&M Constructors, Inc $973,448.00
PALP dba Excel Paving $1,058,865.00
Marjani Builders, Inc. $1,187,830.00
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 POLO Engineering, Inc.

POLO Engineering, Inc. is an established contractor in good license standing that has experience completing similar projects with nearby public agencies.

Meeting Date: December 9, 2025

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

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

FISCAL IMPACT
A construction contingency allowance in the amount of $83,036.68 has been included in the total purchase order amount of $913,402. Any change orders that require expenditures from this allowance shall be made only upon written request in accordance with the Beverly Hills Municipal Code §3-3-110 regarding change orders.

This project is funded through the Measure M Multi-Year Subregional Program for the Westside Cities Council of Governments. The funding agreement with Metro was executed on November 3, 2025, and releases funds on a reimbursement basis. Funds for this project are budgeted in Capital Improvement Programs and are provided as follows:

ACCOUNT NUMBER FUND DESCRIPTION AMOUNT
60012501-850400-00100 Complete Streets $913,402
TOTAL $913,402
Shana Epstein,
Director of Public Works
Approved By
[1] The CEQA Guidelines and Statute are available online at http://ceres.ca.gov/ceqa/guidelines Attachment 1

AGREEMENT
THIS AGREEMENT, made and entered into this __9th__ day of _December_, 2025, by and between the CITY OF BEVERLY HILLS, a municipal corporation, hereinafter referred to as “City”, and Polo Engineering, Inc.
30758 Sloan Canyon Rd.

Castaic, CA 91384
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:

CROSSING IMPROVEMENTS AT VARIOUS LOCATIONS.

2. In consideration of such work City agrees to pay Contractor and Contractor agrees to accept the sum of Eight Hundred Thirty Thousand Three Hundred Sixty-Five Dollars and Thirty-Two Cents ($830,365.32) 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

_______________________________________________
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: ____________________________________ Statutory Exemptions. State code number: ______________________________________________ ______________ Title: _______________________
Revised 2011
City of Beverly Hills 455 N. Rexford Drive Beverly Hills, CA 90210 Los Angeles PO Box 1208, Norwalk, CA, 90650-1208 Crossing Improvements at Various Locations City of Beverly Hills Beverly Hills Los Angeles City of Beverly Hills City of Beverly Hills X Class 1(c)(15301) Existing Facilities Elijah Selby, Associate PM 310-288-2868 11/20/2025 Associate Project Manager ■
Two new crossings for bicycles and pedestrians, including the installation of mid-block traffic signals and curb extensions.

Robertson Blvd at Gregory Way, Olympic Blvd between Wetherly and Almont Dr This project qualifies for exemption as it falls under Class 15301 Existing Facilities (c).

This is a alteration to the existing facility for the addition of pedestrians and does not create any additional automobile lanes.
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Attachment 3
GENERAL NOTES:

PEDESTRIAN CROSSING DESIGN

CITY OF BEVERLY HILLS
800-422-4133
310--781-7257 310--315-3214 323-224-3206
619-241-4280
213--848--2441 310-216-3523 310-285-2505
626-458-5100
213--489--4637 213-367-1225 213-485-2815
626-445-7630
213-626-4455 213--224-3204
NUMBER

EMERGENCY TELEPHONE NUMBERS
AGENCY

UNDERGROUND SERVICE ALERT SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY (MARCUS BLAND) PACIFIC BELL TELEPHONE COMPANY (ART PEREZ) AMERICAN TELEPHONE AND TELEGRAPH COMPANY CENTURY CABLE TELEVISION COMPANY CONTINENTAL CABLE TELEVISION COMPANY CITY OF BEYERL Y HILLS LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS METROPOLITAN FIBER SYSTEMS (MFS) LOS ANGELES DEPARTMENT OF WATER & POWER LOS ANGELES DEPARTMENT OF TRANSPORTATION LOS ANGELES COUNTY FLOOD CONTROL DISTRICT METROPOLITAN TRANSPORTATION AUTHORITY (MTA) AT&T

INDEX OF DRAWINGS

SHEET DESCRIPTION

1. TITLE SHEET 2. CIVIL PLAN FOR ROBERTSON BLVD. AND GREGORY WAY CROSSWALK 3. CIVIL PLAN FOR OLYMPIC BLVD. MID-BLOCK CROSSWALK 4. CITY OF BEVERLY HILLS STANDARD PLAN DETAIL SHEET 5. CITY OF BEVERLY HILLS STANDARD PLAN DETAIL SHEET

6. CITY OF BEVERLY HILLS STANDARD PLAN DETAIL SHEET

7. SIGNAL PLAN FOR ROBERTSON BL VD. AND GREGORY WAY CROSSWALK

8. SIGNAL PLAN FOR OLYMPIC BL VD. MID-BLOCK CROSSWALK 9. TRAFFIC DETAIL SHEET

10. COMMUNICATION PLAN FOR ROBERTSON BLVD. AND GREGORY WAY

11. COMMUNICATION PLAN FOR OLYMPIC BL VD.
0 PROJECT LOCATIONS

GREGORY WAY

VICINITY MAP

NO SCALE
er " a er 0 " h >- 0 g Q 0 0 " c > ;;! h t o Q $ ¥ z "' r Q " c CHARLMERS DR r lE < <3 0 ± • < o < .d d "' "' t "' "' t t "' PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:

1. TRAFFIC SIGNAL STRIPING, SIGNING AND HIGHWAY SAFETY LIGHTING SYSTEMS SHALL CONFORM TO CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (2024), CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD) 2014 REVISION 8, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2018 (THE GREEN BOOK). 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 SHALL BE GALVANIZED RIGID STEEL AND INSTALLED AT 3O" MINIMUM DEPTH. EXCEPT FOR EDISON CONDUIT RUN, 3" PVC SCHEDULE 80 SHALL BE INSTALLED. 4. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 5. SIGNAL CONDUCTOR CABLE SHALL BE CONTINUOUS, EXCEPT AS REQUIRED

6. ALL NEW PULL BOXES SHALL BE 446 WITH FIBREL YTE LID, UNLESS SHOWN OTHERWISE. 7. ALL NEW VEHICLE INDICATIONS SHALL BE 12" (300mm) WTH 3" BAND YELLOW REFLECTIVE TAPE ON THE BOARDER OF THE BACKPLATE UNLESS OTHERWISE NOTED ON PLAN. ALL NEW VEHICLE HEAD INDICATIONS AND PED HEADS SHALL USE L.E.D. 8. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION, DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTION, COORDINATE POLE INSTALLATION WITH SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, 48 HOURS PRIOR TO CONSTRUCTION. 9. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATION PRIOR TO FINAL PLACEMENT. 10. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED ON THE PLANS. 11. ALL WATER UTILITIES SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION. ALL WATER VALVES, WATER METER BOXES, WATER VAULTS AND FIRE HYDRANTS MUST BE RELOCATED AND SET TO FINISHED GRADE WHEN NECESSARY. BOTH POTABLE AND RECYCLED WATER FACILITIES HAVE A 30° MINIMUM HORIZONTAL CLEARANCE SHALL BE MAINTAINED BETWEEN WATER FACILITIES AND THE PROPOSED TRAFFIC FACILITIES. VERIFY POTABLE WATER FACILITIES FOR DEPTH AND LOCATION PRIOR TO INSTALLATION OF ANY TRAFFIC FACILITIES. 12. REMOVAL OF ALL CONFLICTING STRIPING ANO MARKINGS SHALL BE BY WATER BLASTING AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS.

13. ALL NEW SIGN POSTS SHALL BE "LJNISTRUT' SQUARE GALVANIZED STEEL POSTS WITH BREAKAWAY ANCHOR POST OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLAN. 14. CONTRACTOR SHALL INCLUDE IN THE BID PRICE A MINIMUM OF TWO POTHOLES FOR EACH PROPOSED SIGNAL STANDARD. ALL REQUIRED BACKFILLING AND REPLACEMENT OF CONCRETE SIDEWALK TO THE NEAREST SCORE LINE SHALL BE INCLUDED IN THE BID PRICE. 15. ALL STRIPING AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. 16. ALL CONFLICTING LINES, LEGENDS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED BY WATER BLASTING. 17. ALL SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY MAINTENANCE YARD UNLESS OTHERWISE NOTED. 18. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO FINAL INSTALLATION. MINIMUM OF ONE WEEK NOTICE REQUIRED BY THE CITY TRAFFIC ENGINEER FOR APPROVAL OF STRIPING. 19. PAVING DAMAGED DUE TO THE REMOVAL OF RAISED PAVEMENT MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. 20. CONTRACTOR SHALL COIL 25' OF 24 SMFO CABLE IN PULL BOX. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 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 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECOROS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.

3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE CITY ENGINEER.

4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS.SPECIFICATION HEREON OF ANY PRODUCT IS AT THE DIRECTION OF THE JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL OSHA & EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. KOA CORPORATION, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO IMPLEMENTATION.
7517

ENGINEERING DIMSION

TITLE SHEET
CITY OF BEVERLY HILLS, CALIFORNIA _____________
.DA TIC � ______________ ,DA Te_

PUBLIC WORKS DEPARTMENT

PAGE TO
REMSON

SCALES AS SHOWN
DESIGNED SL o» 04/21/2025
RA ore 04/21/2025

SUBMITTED
DRAWN CHECKED AZ oA 04/24/2025

APPROVED
JOB NO. 2222 DRWG. SHEET NO. 1 OF 11 SHEETS NO.

F.B. NO. DATE PUBLIC WORKS DEPARTMENT 345 FOOTHILL RD BEVEFIL.. Y HILLS, CALIFORNIA 90210 310 285-2514 FAK 310.278-1338 www.beverlyhills.org 07/02/2025 DATE 2401 East Katella Avenue, Suite 425 Anaheim, CA 92806 (765) 284--2620 DKS www.dksassociates.com orEss7, e " e v ' A.ZHU % C m i.Ne 88557 3 £o. 03-31-26 ~ , CIVIL ass' OF cALIO DIAL TOLL FREE 811 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA GENERAL NOTES:

PEDESTRIAN CROSSING DESIGN

EMERGENCY TELEPHONE NUMBERS
AGENCY

INDEX OF DRAWINGS

SHEET DESCRIPTION

6. CITY OF BEVERLY HILLS STANDARD PLAN DETAIL SHEET

7. SIGNAL PLAN FOR ROBERTSON BL VD. AND GREGORY WAY CROSSWALK

8. SIGNAL PLAN FOR OLYMPIC BL VD. MID-BLOCK CROSSWALK 9. TRAFFIC DETAIL SHEET

10. COMMUNICATION PLAN FOR ROBERTSON BLVD. AND GREGORY WAY

11. COMMUNICATION PLAN FOR OLYMPIC BL VD.
0 PROJECT LOCATIONS

GREGORY WAY

VICINITY MAP

NO SCALE
er " a er 0 " h >- 0 g Q 0 0 " c > ;;! h t o Q $ ¥ z "' r Q " c CHARLMERS DR r lE < <3 0 ± • < o < .d d "' "' t "' "' t t "' PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:

ENGINEERING DIMSION

TITLE SHEET
CITY OF BEVERLY HILLS, CALIFORNIA _____________
.DA TIC � ______________ ,DA Te_

PUBLIC WORKS DEPARTMENT

PAGE TO
REMSON

SCALES AS SHOWN
DESIGNED SL o» 04/21/2025
RA ore 04/21/2025

SUBMITTED
DRAWN CHECKED AZ oA 04/24/2025

APPROVED
JOB NO. 2222 DRWG. SHEET NO. 1 OF 11 SHEETS NO.

E E E E E E E E SS SS SS SS SS

SD SD SD SD SD
SS SD SD SD SD E E E E E E E E E E E E E E E E SL 48" D 36" PM PM PN: 4333-010-001
146' 147'
CONC PAD PM WV SS 4" CD GREGORY WAY
ROBERTSON BLVD N 10'
7517

ENGINEERING DIVISION
5'
ORWG NO. TRUNCATED DOMES 0 SCALE: 1"=5' 5' BEVERLY HILLS PEDESTRIAN CROSSING

CITY OF BEVERLY HILLS, CALIFORNIA
oso 2222 SHEET NO. 2 OF 11 SHEETS
APP+Ro\wfL A Tb Suk4IT TED A Te

PUBLIC WORKS DEPARTMENT
TO
o- 03/21/2025 ·+ 03/21/2025 ·+ 03/21/2025
PAGE

REVISION
APPROXIMATE REMOVAL LIMITS OF 12" AC SLOT CUT

SCALES AS SHOWN
DATE
cec«so TG oeAw BM/MO oesroe LM F B. NO. GENERAL NOTES ■■■■■ ---- ■■■■■- - - - - - RIGHT OF WAY LINE

CENTERLINE PROPOSED SIDEWALK CULVERT

CONSTRUCTION NOTES
[ Porcr N PLACE [2] REMovE EXSTNG CURB AND GUTTER AND BASE [3] REMOVE ExsTNG SIDEWALK AND BASE [4] sAwCUT AND REMOVE EXISTING AC PAVEMENT [5] REMOVE ITEM INDICATED ON PLAN , CONSTRUCT VARIED HEIGHT PCC CURB AND GUTTER ("H" PER PLAN, W 2') OVER 4" CMB PER CITY OF
BEVERL Y HILLS STANDARD PLAN BH 107. SEE DETAIL 4 ON SHEET 4. (CONSTRUCT PCC CURB AND GUTTER (H=6", W=2') OVER 4" CMB PER CITY OF BEVERLY HILLS STANDARD PLAN BH 107. SEE DETAIL 4 ON SHEET 4.
( CONSTRUCT 4" PCC SIDEWALK OVER 4" CMB PER CITY OF BEVERLY HILLS STANDARD PLAN BH 104 AND U BH 105. SEE DETAIL 2 AND 3 ON SHEET 4. SEE NOTES 5 AND 6. , CONSTRUCT 4" PCC SIDEWALK OVER 4" CMB PER CITY OF LOS ANGELES STANDARD PLAN S-444-1 V AND S-431-0. SEE DETAIL 11 AND 12 ON SHEET 6. SEE NOTES 5 AND 6. 0 CONSTRUCT MODIFIED 4" PCC CURB RAMP OVER 4" CMB PER CITY OF BEVERLY HILLS STANDARD PLAN BH 103, CASE PER PLAN. SEE DETAIL 1 ON SHEET 4. (CONSTRUCT MODIFIED PARKWAY DRAIN PER SPPWC STANDARD PLAN NO. 151-2. S=3'. SEE DETAIL 7 ON U SHEET 5. Q CONNECT EXISTING CURB DRAIN INTO SIDEWALK CULVERT. REINSTALL AS NEEDED PER CITY OF BEVERLY 'cY HILLS STANDARD PLAN BH 109. CONTRACTOR TO VERIFY CURB DRAIN OUTLETS INTO CULVERT. SEE DETAIL 5 ON SHEET 4.
© CONSTRUCT LOCAL DEPRESSION PER SPPWC STANDARD PLAN NO. 313-4, CASE E. SEE DETAIL 10 ON SHEET 5. (j) CONSTRUCT FACE PLATE ASSEMBLY ANO PROTECTION BAR PER SPPWC STANDARD PLAN NO. 310-4. SEE DETAIL 9 ON SHEET 5. © ADJUST EXISTING STREET LIGHT PULLBOX TO GRADE , CONSTRUCT VARIED HEIGHT PCC CURB PER SPPWC STANDARD PLAN NO. 120-3, TYPE A1, OVER 4" / €MB, 90% RELATIVE COMPACTION. SEE DETAIL 6 ON SHEET 4. ,,, CONSTRUCT PCC CURB BARRIER, 1' WIDE PER SPPWC STANDARD PLAN NO. 120-3, TYPE A1(6"), OVER U 4" CMB, MINIMUM 90% RELATIVE COMPACTION. SEE DETAIL 6 ON SHEET 4. ) INSTALL RECTANGULAR FRAME AND COVER PER SPPWC STANDARD PLAN NO. 152--3. SEE DETAIL 8 ON SHEET 5.

1. EXISTING SLOPES ANO ELEVATIONS ARE SHOWN IN PARENTHESIS (XX.XX), (X.XX%)

2. CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE SURF ACE AND UNDERGROUND UTILITIES.

LOCATIONS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY.

3. CONTRACTOR SHALL PROTECT ALL UTILITIES ENCOUNTERED DURING THIS PROJECT AND SHALL NOTIFY THE CITY ENGINEER AND/OR THEIR REPRESENTATIVE IMMEDIATELY OF ANY UNDOCUMENTED SUBSTRUCTURES.

ANY DAMAGE TO UTILITIES AS A RESULT OF CONTRACTOR'S ACTION SHALL BE REPAIRED AT THE CONTRACTOR'S SOLE EXPENSE TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION.

4. CONTRACTOR TO ADJUST ALL UTILITY COVERS WITHIN PROJECT LIMITS TO GRADE AS NECESSARY. IN THE EVENT OF DAMAGE, CONTRACTOR SHALL REPLACE THE AFFECTED UTILITY COVER, VAULT, PULLBOX AND/OR HOUSED EQUIPMENT.

5. CONTRACTOR TO MATCH EXISTING ELEVATIONS AT EDGE OF PAVEMENT AND SAWCUT LINES FOR EXISTING CURB, GUTTER AND SIDEWALK.

6. SEE STRIPING PLAN ON SHEETS 7 AND 8 FOR PARKING METER REMOVAL. SIDEWALK REPLACEMENT ASSOCIATED WTH PARKING METER POLE AND FOUNDATION REMOVAL SHALL BE FROM SCORELINE TO SCORELINE.

7. STRIPING SHOWN FOR REFERENCE ONLY. SEE STRIPING PLAN ON SHEETS 7 ANO 8 FOR MORE INFORMATION.

8. OUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. CONCRETE SHALL BE WETTED AS NECESSARY TO PREVENT DUST DURING DEMOLITION.

9. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS, STREETS AND ADJACENT PROPERTIES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING, INSPECTING, AND MAINTAINING THE EROSION AND SEDIMENT CONTROL MEASURES AND BMP'S AS NEEDED. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS UPON STARTING OPERATIONS AND PERIODICALLY THEREAFTER.

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rids8 ecR 146.10FL
145.12FL
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23.86' RT
146.58TC PCR 146.08FL
146.19FL 146.26EG

CURVE TABLE

LENGTH RADIUS
DELTA

TANGENT
CURVE ID (Fr) (FT) (1)
@ 31.42 20.00 90'00'00"° 20.00 @ 9.82 15.00 3731'00" 5.09 @ 9.82 15.00 37'31'00° 5.09 @ 7.54 10.00 4312'59" 3.96 @ 7.66 10.00 4353'03° 4.03 @ 8.85 10.00 5041'01" 4.74 @ 7.39 10.00 4221'39" 3.87 @ 1.57 0.50 18000'00" --- @ 1.57 0.50 18000'00" --- �
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CONC PAO
1 3 3
f
1 l]f) 4

ENGINEERING DIVISION
5'
ORWG NO. TRUNCATED DOMES 0 SCALE: 1"=5' 5' BEVERLY HILLS PEDESTRIAN CROSSING

CITY OF BEVERLY HILLS, CALIFORNIA
oso 2222 SHEET NO. 2 OF 11 SHEETS
APP+Ro\wfL A Tb Suk4IT TED A Te

PUBLIC WORKS DEPARTMENT
TO
o- 03/21/2025 ·+ 03/21/2025 ·+ 03/21/2025
PAGE

REVISION
APPROXIMATE REMOVAL LIMITS OF 12" AC SLOT CUT

SCALES AS SHOWN
DATE
cec«so TG oeAw BM/MO oesroe LM F B. NO. GENERAL NOTES ■■■■■ ---- ■■■■■- - - - - - RIGHT OF WAY LINE

CENTERLINE PROPOSED SIDEWALK CULVERT

1. EXISTING SLOPES ANO ELEVATIONS ARE SHOWN IN PARENTHESIS (XX.XX), (X.XX%)

2. CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE SURF ACE AND UNDERGROUND UTILITIES.

LOCATIONS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY.

3. CONTRACTOR SHALL PROTECT ALL UTILITIES ENCOUNTERED DURING THIS PROJECT AND SHALL NOTIFY THE CITY ENGINEER AND/OR THEIR REPRESENTATIVE IMMEDIATELY OF ANY UNDOCUMENTED SUBSTRUCTURES.

ANY DAMAGE TO UTILITIES AS A RESULT OF CONTRACTOR'S ACTION SHALL BE REPAIRED AT THE CONTRACTOR'S SOLE EXPENSE TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION.

5. CONTRACTOR TO MATCH EXISTING ELEVATIONS AT EDGE OF PAVEMENT AND SAWCUT LINES FOR EXISTING CURB, GUTTER AND SIDEWALK.

6. SEE STRIPING PLAN ON SHEETS 7 AND 8 FOR PARKING METER REMOVAL. SIDEWALK REPLACEMENT ASSOCIATED WTH PARKING METER POLE AND FOUNDATION REMOVAL SHALL BE FROM SCORELINE TO SCORELINE.

7. STRIPING SHOWN FOR REFERENCE ONLY. SEE STRIPING PLAN ON SHEETS 7 ANO 8 FOR MORE INFORMATION.

8. OUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. CONCRETE SHALL BE WETTED AS NECESSARY TO PREVENT DUST DURING DEMOLITION.

9. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS, STREETS AND ADJACENT PROPERTIES.

CONSTRUCTION LEGEND
[ _ _____,
JOIN
JOIN

I R/W LINE
V

DIAL TOLL FREE
811

AT LEAST TWO DAYS

BEFORE YOU DIG
WALL I
1 I
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STREET
LIGHT
345 FOOTHILL RD
BEVERLY HILLS, CALIFORNIA 90210
310 285-2514 FAX 310.278-1338 www.beverlyhills.org

PUBLIC WORKS DEPARTMENT

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
DI
0 PM
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6.9%
145.87
"
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145.97£G [
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+ 4,4
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.
145.63r

23.86' RT
146.58TC PCR 146.08FL
146.19FL 146.26EG

CURVE TABLE

LENGTH RADIUS
DELTA

17.75' RT
146.45TC 146.25FL
JOIN
RAISED

CONC PAO
1 3 3
f
1 l]f) 4

6.0' ~g9±5410 146.98TC
146.48FS
/
/
/
/
/
/
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/
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147.08TC 146.58FS
PMO
3 3
CITY OF BEVERLY HILLS BENCHMARK NO, 145 SW COR GREGORY WAY O ROBERTSON BLVD NAIL IN LEAD; W/ SIDE OF GREGORY CATCH BASIN 8.6' W/O ROBERTSON BCR ELEV 147.17 NA VD 1988, 2012 ADJUSTED E E E E E E E E E E E E E E E E E E E E SD SD SD SD SD SD SD W W W W W W W W W W E E E E E E E E E E PM PM PM 36" SIGN SL 6" RAMP STEP BRICK LANDING CD TS PM 12" PM TS SL PM 6" PM 160' 160' 160' BRICK OLYMPIC BLVD N 10' 7517

ENGINEERING DIVISION
5'
ORWG NO. 0 SCALE: 1"=5' I I I I I ■■■■■- - 5'

CITY OF BEYERL Y HILLS, CALIFORNIA

BEVERLY HILLS PEDESTRIAN CROSSING
oso 2222 SHEET NO. 3 OF 11 SHEETS
APP+Ro\wfL A Tb Suk4IT TED A Te

PUBLIC WORKS DEPARTMENT
TO
o- 03/21/2025 ·+ 03/21/2025 ·+ 03/21/2025
PAGE

REVISION

SCALES AS SHOWN
DATE
cec«so TG oeAw BM/MO oesroe LM F B. NO.

APPROXIMATE REMOVAL LIMITS OF 12" AC SLOT CUT

TRUNCATED DOMES

DIAL TOLL FREE
811

AT LEAST TWO DAYS

BEFORE YOU DIG
CONSTRUCT MODIFIED 4" PCC CURB RAMP OVER 4" CMB PER CITY OF BEVERLY HILLS STANDARD PLAN BH 103, CASE PER PLAN SEE DETAIL 1 ON SHEET 4. ADJUST EXISTING STREET LIGHT PULLBOX TO GRADE CONSTRUCT VARIED HEIGHT PCC CURB PER SPPWC STANDARD PLAN NO. 120-3, TYPE A1, OVER 4" €MB, 90% RELATIVE COMPACTION. SEE DETAIL 6 ON SHEET 4. 0 CONSTRUCTION NOTES
[ Porcr w PLACE [2] REMovE EXsTNG CURB AND GUTTER AND BASE [3] REMOVE EXsTNG SIDEWALK AND BASE ]4] sAwCUT AND REMOVE EXISTING AC PAVEMENT [5] REMOVE ITEM INDICATED ON PLAN () CONSTRUCT PCC CURB AND GUTTER (H=6", W=2') OVER 4" CMB PER CITY OF BEVERLY HILLS STANDARD PLAN BH 107. SEE DETAIL 4 ON SHEET 4.

CONSTRUCT 4" PCC SIDEWALK OVER 4" CMB PER CITY OF BEVERLY HILLS STANDARD PLAN BH 104 AND BH 105. SEE DETAIL 2 AND 3 ON SHEET 4. SEE NOTES 5 AND 6. '
'
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345 FOOTHILL RD
BEVERLY HILLS, CALIFORNIA 90210
310 285-2514 FAX 310.278-1338 www.beverlyhills.org

PUBLIC WORKS DEPARTMENT

1. EXISTING SLOPES AND ELEVATIONS ARE SHOWN IN PARENTHESIS (XX.00), (X.XX%) 2. CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE SURFACE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY.

3. CONTRACTOR SHALL PROTECT ALL UTILITIES ENCOUNTERED DURING THIS PROJECT AND SHALL NOTIFY THE CITY ENGINEER AND/OR THEIR REPRESENTATIVE IMMEDIATELY OF ANY UNDOCUMENTED SUBSTRUCTURES. ANY DAMAGE TO UTILITIES AS A RESULT OF CONTRACTOR'S ACTION SHALL BE REPAIRED AT THE CONTRACTOR'S SOLE EXPENSE TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION.

4. CONTRACTOR TO ADJUST ALL UTILITY COVERS 'MTHIN PROJECT LIMITS TO GRADE AS NECESSARY. IN THE EVENT OF DAMAGE, CONTRACTOR SHAUL REPLACE THE AFFECTED UTILITY COVER, VAULT, PULLBOX AND/OR HOUSED EQUIPMENT.

5. CONTRACTOR TO MATCH EXISTING ELEVATIONS AT EDGE OF PAVEMENT AND SAWCUT LINES FOR EXISTING CURB, GUTTER AND SIDEWALK.

6. SEE STRIPING PLAN ON SHEETS 7 AND 8 FOR PARKING METER REMOVAL. SIDEWALK REPLACEMENT ASSOCIATED WITH PARKING METER POLE AND FOUNDATION REMOVAL SHALL BE FROM SCORELINE TO SCORELINE.

7. STRIPING SHOWN FOR REFERENCE ONLY. SEE STRIPING PLAN ON SHEETS 7 AND 8 FOR MORE INFORMATION.

8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. CONCRETE SHALL BE WETTED AS NECESSARY TO PREVENT DUST DURING DEMOLITION.

9. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS, STREETS AND ADJACENT PROPERTIES.

GENERAL NOTES

RIGHT OF WAY LINE

CENTERLINE

CONSTRUCTION LEGEND
CITY OF BEVERLY HILLS BENCHMARK NO, 197 NW COR OLYMPIC BL VD O WETHERL Y DR BRASS PLUG IN OLYMPIC CURB; STAMPED 197N CENTER OF CATCH BASIN ELEV 163.14 NA VD 1988, 2012 ADJUSTED

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
DI
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10'
7517

ENGINEERING DIVISION
5'
ORWG NO. 0 SCALE: 1"=5' I I I I I ■■■■■- - 5'

CITY OF BEYERL Y HILLS, CALIFORNIA

BEVERLY HILLS PEDESTRIAN CROSSING
oso 2222 SHEET NO. 3 OF 11 SHEETS
APP+Ro\wfL A Tb Suk4IT TED A Te

PUBLIC WORKS DEPARTMENT
TO
o- 03/21/2025 ·+ 03/21/2025 ·+ 03/21/2025
PAGE

REVISION

SCALES AS SHOWN
DATE
cec«so TG oeAw BM/MO oesroe LM F B. NO.

APPROXIMATE REMOVAL LIMITS OF 12" AC SLOT CUT

TRUNCATED DOMES

DIAL TOLL FREE
811

AT LEAST TWO DAYS

PUBLIC WORKS DEPARTMENT

5. CONTRACTOR TO MATCH EXISTING ELEVATIONS AT EDGE OF PAVEMENT AND SAWCUT LINES FOR EXISTING CURB, GUTTER AND SIDEWALK.

6. SEE STRIPING PLAN ON SHEETS 7 AND 8 FOR PARKING METER REMOVAL. SIDEWALK REPLACEMENT ASSOCIATED WITH PARKING METER POLE AND FOUNDATION REMOVAL SHALL BE FROM SCORELINE TO SCORELINE.

7. STRIPING SHOWN FOR REFERENCE ONLY. SEE STRIPING PLAN ON SHEETS 7 AND 8 FOR MORE INFORMATION.

8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. CONCRETE SHALL BE WETTED AS NECESSARY TO PREVENT DUST DURING DEMOLITION.

9. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS, STREETS AND ADJACENT PROPERTIES.

GENERAL NOTES

RIGHT OF WAY LINE

CENTERLINE

CONSTRUCTION LEGEND
CITY OF BEVERLY HILLS BENCHMARK NO, 197 NW COR OLYMPIC BL VD O WETHERL Y DR BRASS PLUG IN OLYMPIC CURB; STAMPED 197N CENTER OF CATCH BASIN ELEV 163.14 NA VD 1988, 2012 ADJUSTED

ABBREVIATIONS

WPJ - WEAKENED PLANE JOINT
FDSC - FULL DEPTH SAW CUT cJT COLD JOINT

BCR BEGINNING OF CURB RETURN ECR END OF CU

RB RETURN

SOME AREAS, AND AROUND SOME UTILITY POLES

CONSTRUCTED AT LOCATIONS SHOWN ON

BE FORMED BY CUTTING A GROOVE IN THE
. THE GROOVE FOR A TRANSVERSE JOINT
OF 1-A2 OR ONE-SIXTH OF THE PAVEMENT

THE GROOVE FOR A LONGITUDINAL JOINT
1-A2 OR ONE-FOURTH OF THE PAVEMENT

AND THE WIDTH SHALL BE THE MINIMUM
USED, BUT SHALL NOT EXCEED 14'
PER THE KEY DETAIL ON BH-105 AT LOCATIONS
THE PLANS.

CONSTRUCTED AT REGULAR INTERVALS NOT
GUTTERS. JOINTS IN CURB, GUTTER. AND
WALK

UCTED SEPARATELY FROM SIDEWALK

TROWELED AND LIGHT BROOM FINISHED
BE CONSTRUCTED OF CLASS 560-C-3250 PCC

ACCORDANCE WITH THE CURRENT STANDARD
CONSTRUCTION (GREENBOO")
CLASS
A' OR C8" CALIFORNIA CONTRACTOR'S
JOINTS PER ST+ IOARD DRAWINGS
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C £ $
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WP.J / 5 DRIVEWAY
F0SC/CJT NOTES J f WEAKENED PLANE JOINTS SHALL BE

THE DETAIL AND/OR PLANS AND SHALL
wp PAVEMENT WITH A POWER DRIVEN SAW
w
w2 SHALL BE CUT TO A MINIMUM DEPTH
25'MAX THICKNESS, WHICHEVER IS GREATER,

SHALL BE CUT TO A MINIMUM DEPTH OF
wp THICKNESS, WHICHEVER IS GREATER
w WIDTH POSSIBLE WITH THE SAW BEING
Pi
2 COLD JOINT SHALL BE CONSTRU
CTED
wp SHOWN ON THIS DRAWING AND/OR ON
---,

2.5(YP) 3. WEAKENED PLANE JOINTS SHALL BE WPJ --' EXCEEDING 25 IN WALKS AND 20' IN

SHALL BE ALIGNED
4PJ
4 CURB AND GUTTER SHALL BE CONS TR
V
pJ
TREE WELL 5. SIDEWALK AND CURBFACE SHALL BE d

6. SIDEWALK, CURB AND GUTTER SHALL
- 7 ALL

WORK SHALL BE CONSTRUCTED IN

WP SPECIFICATIONS FOR PUBLIC WORKS
,_, 8. CONTRACTOR SHALL HAVE A VALID
£ LICENSE

9. EXPANSION JOINTS ARE REQUIRED IN

I OR HYDRANTS
J
WP ' do - PROPERTY LINE
,,,, \;;_ t 4 t el \ / I I I
. At, {
EXP Jr
(NOTE 9)

UTILITY POLE
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WARNING PLATE
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SE
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TION B-B

1. CONTRACTOR SHALL HAVE A VALID CLASS A" OR CB CALIFORNIA

CONTRACTOR'S LICENSE

9. DOWEL SHALL BE USED AT EXISTING CURB AND GUTTER. DOWEL

HOLE SHALL BE WIRE BRUSHED AND BLOWN FREE OF DEBRIS EPOXY WILL BE INSERTED, AND DOWEL WILL BE SEATED TO FULL DEPTH OF HOLE. DOWEL SfiALL BE 12' IN
1:R£
UJ NG
CURB 4.THICK
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WARNING PLATE
NOTES

1. CONCRETE SHALL BE CLASS 560-C-3250 AND SHALL BE 4
THICK OVER 4' CRUSHED MISCELLANEOUS BASE AT 90%

RELATIVE COMPACTION

2. CURB RAMPS SHALL HAVE A RECESSED CAST IN PLACE YELLOW

DETECTABLE

WARNING SURFACE (PLATE) THAT EXTENDS
THE FULL WIDTH AND 3' DEPTH OF THE RAMP EDGES SHALL BE FLUSH WITH THE SURFACE OF THE RAMP SEE DETECTABLE WARNING DETAIL FOR SIZE AND PATTERN. THE
EDGE OF THE DETECTABLE WARNING NEAREST TO THE STREET SHALL BE BETWEEN 6" AND 8 FROM THE GUTTER FL

3. UTILITY PULL BOXES, MANHOLES, VAULTS AND OTHER

UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB

RAMP SHALL BE RELOCATED BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, THE CONSTRUCTION OF THE RAMP

4. TRANSITIONS FROM RAMPS AND LANDING TO
WALKS,

GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF

ABRUPT CHANGES

5. MAXIMUM SLOPES OF ADJOINING GUTTE

RS, THE ROAD SURFACE
IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5 PERCENT WITHIN 48" OF THE TOP AND BOTTOM OF CURB RAMP

6. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO
SHORT TO ACCOMMODATE RAMP AND 4'-0 LANDING AS
SHOWN IN CASE 1 AND CASE 2, THE SIDEWALK MAY BE
DEPRESSED LONGITUDINALLY AS IN CASE 5
7 AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE
AND THE FLARED SIDE OF CASE 4 RAMP MAY BE

CONSTRUCTED IN REVERSE POSITION

8. IFLOCATED ON A CURVE. THE SIDES OF THE RAMP NEED

NOT BE PARALLEL, BUT THE MINIMUM

WIDTH OF THE RAMP AT
ANY POINT SHALL BE4-0
gureR

SEE NOTE

RETAINING CURB

IF NECESSARY AT BACK OF
WALK
er \go
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2. GUTTER WIDTH, W, IS 24 (600 mm)

UNLESS OTHERWISE SPECIFIED

3. TYPES A1, A2, A AND CI SHALL BE
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OF ASPHALT CONCRETE

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HIKE UP 1 PER 1
6" >,,-

OF GUTTER
WIDTH
CI PIPE " . . e
· V
(4 MAX. 0.D.)
" " . . " " $ • R=34 . .. . 6 E ' \
%
crosss
ore

OF SIDEWALK
C
U
RB &
G
UTT
ER
S
E
C
TION

NOTTO SCALE
REM

OVE & RECONSTRUCT CURB & GUTTER
36 MIN
CUT EXISTING CURB ON 18 MIN. (TY) €
/Cl

PIPE VE
RTICAL LINE TO ENTIRE (4 MAX. 0.D.)

LEXISTING
1-1/2" MIN CURB

DEPTH,REC

ONSTRUCT CLEARANCE
TO SC
O

RELINE IF

NEAREST SC
O
RELINE is \ " � 1, s· \: . .

LESS THAN4 (TYP.) • . , . " • ' . "
,-- . 2 " . -7 J . . . . % l . . FLOW LNE ? " . L
__
__.)
1/2 MIN. 2#3
B
AR-18 LONG

CLEARAN

CE CENTE
RED
O

VER DRAIN
E
L
E
V
ATI
ON "A-A"
NOTES.

NOT TO SCALE
1 MINI

MUM CURB BREAK AND REC
ONSTRUCTION IS 3-0 IN LENGTH
2 CURB & GUTTER SHALL BE CLASS 560-C-3250 PCC MONOLITHIC POU R.
3 FOR MUL

TIPLE CURB DRAINS, SP
ACING BE TWEEN C.I. PIPES SHALL BE A MINIMUM
OF 6 0.C.

4. 3 PIPE IN 6 CURB IS ALLOWED BY CO
RING.
5 DO

WELS SHALL BE USED
AT EXISTING CURBS AND GUTTER.DO

WEL HOLE SHALL BE WIRE BRUSHED AND BLOWN
FREE OF DEBRIS. EPO

XY WILL BE INSE
RTED. AND DOWEL WILL BE SEATED TO FULL DEPTH OF HOLE. DOWEL SHALL BE 12" IN LENGTH, WITH A 6 EMBEDMENT,
OR
AS DIRECTED BY INSPECTORS.
6 ALL W
O

RK SHALL BE CONSTRUCTED IN
ACC
O
RDAN
CE

WITH THE CURRENT STANDARD SPE
CIFIC

ATIONS FOR
PUBLIC
W
O

RKS CONSTRUCTION (G
REEN80OK).
7 CONTRACTOR SHALL HA
VE A
V
ALID CLASS A" OR CB' CALIFO
RNIA CONTRACTOR'S LICENSE.
4"
C
U
RB

DRAIN IN
6"
C
U
RB
R
E
VISIO
NS y
CITY
OF
B
E
V
E
R
LY
HIL
L
S, C
ALI
F
O
R
NIA

AK DATE DESCRIPTION

DEPARTMENT

OF PUBLIC WORKS

ENGINEERING DIVISION
$5%
9/7/21

STANDARD DRAWING
RECO
M

MENDED DATE
BH 109
APPR
O
VED DATE 3/30/22
C' ENO SHEET 1 OF 1

STANDARD DRAWING
BH 107
SHEET 1 Or 1
HIKE UP 1 PER

OF GUTTER WIDTH
BATTER

1.5.12 Re1/4
;=pure 9/7/21 D
ATE 3/30/22
VARIES
W
CITY
OF
B
E
V
E
R
LY
HIL
L
S, C
ALI
F
O
R
NIA

DEPARTMENT OF PUBLIC
W
O
RKS
EN

GINEERING DIVISION

CF GUTTER
Ret/2
' . . d .
• ' '
r
RECOM
MENDED
APPR
OVED
Re1/4
1/4
R=3/4
BATTER

1.5:12
R
E
VISIO
NS
CRUSHED MISCELLANEOUS BASE. MINIMUM 90% RELATIVE COMPACTI ON.

N
O
N-R
E
SID
E
NTIAL
IN
T
E
GRAL
C
U
RB
A
ND
G
UTT
ER
S
E
C
TION

NOT TO SCALE
NOTES
1 CURB AND GUTTER SHALL BE CONSTRUCTED OF CLASS 560-C-3250 PCC 2. CURB FA

CE SHALL BE

AS DESIGNED

OR MATCH EXISTI
NG

3. GUTTER
WIDTH, W, SHALL MATCH EXISTING OR 24

MINIMUM, UNLESS OTHER

WISE SPE
CIFIED

4. AFTER THE CONC

RETE HAS BEEN THOROUGHLY TAMPED TO FO
R

CE THE LAR
GER
AGG

REGATE INTO THE
CONC

RETE AND BRING TO THE TOP SUFFI

CIENT FREE MORTAR FOR FINISHING, THE SURFA

CE SHALL BE

WORKED TO A TRUE AND EVEN GRADE BY MEANS OF A FLO

AT, TRO
WELED

WITH A LONG HANDLED TR
OWEL
OR F
RESN

O', AND

WOOD-FLO
AT FINISHED. THE FLOWLINE OF THE GUTTER SHALL BE TR

OWELED SMOOTH

FOR A WI
DTH OF 4 INCHES ('SHINER")

5. DOWELS SHALL BE USED
AT EXISTING CURBS AND GUTTER. DO

WEL HOLE SHALL BE WI

RE BRUSHED AND
BLO

WN FREE OF DEBRIS EPO
XY

WILL BE INSERTED, ANO DO

WEL WILL BE SEATED TO FULL DEPTH
OF
HOLE. DO
WEL SHALL BE 12 IN LENGTH, WITH A 6 EMBEDMENT, OR

AS DIRECTED BY INSPE
CTORS.

6. ALL
W
O

RK SHALL BE CONSTRUCTED IN

ACCORDANCE WITH THE CU
R

RENT STANDARD SPECIFICATIONS

FOR PUBLIC

WORKS CONSTRUCTI
ON ("GREENBOOK")

7. CONTRA

CTOR SHALL HA
VE A
V
ALID CLASS A" OR CB8' CALIFORNIA CONTRACTOR'S LICENSE.

N
O
N
-
R
E
SID
E
N

TIAL IN
T
E
G
R
AL
C
U
RB
A
ND
G
U
T
T
ER
D
E
T
AIL
NOTES 1. SIDEWALK SHALL BE CONSTRUCTED OF CLASS 560-C-3250 PCC. 2. SEE BH 104 FOR JOI NT LOC

ATION PLA
CEMENT
3 CRUSHED MISCELLANEOUS BASE TO BE APPR

OVED BY THE CITY

ENGINEER
4 SIDEWALK SHALL BE TR
OWLED AND LIGHT BROOM FINISHED.

5. ALL W
O

RK SHALL BE C

ONSTRUCTED IN

ACCORDAN

CE WITH THE
CUR

RENT STANDARD SPECIFIC
ATI

ONS FOR PUBLIC WOR
KS
CONSTRUCTION ( GREENBOOK).

6. CONTRACT

OR SHALL HAVE A VALID CLASS
A" OR
CB8 CALIFORNIA
CONTRA
CTOR'S LICENSE.

S
T
A
N
D
A
RD
SID
E
W
A
LK
S
E
C
TION
R
E
VISIO
NS y
CITY
OF
B
E
V
E
R
LY
HIL
L
S, C
ALI
F
O
R
NIA

AK DATE DESORPTION

DEPARTMENT

OF PUBLIC WORKS

ENGINEERING DIVISION
RECO
M
MENDED
t� 8/3/21 STANDARD DRAWING
DATE
BH 105
APPR
O
VED DATE 3/30
/22
SHEET 2 OF 2
BH 105
SHEET 1 OF 2

STANDARD DRAWING
3 ,, 4
DATe 8/3/
21 DATe 3/30/22

CRUSHED MISCELLANEOUS
BASE. MINIMUM 90% RELATIVE COMPACTION

CRUSHED MISCELLANEOUS
BASE. MINIMUM 90% RELATIVE COMPACTION
COMPACTED SUBGRADE. MINIMUM 9O% RELATIVE COMPACTION

2.00% (MAX)

SLOPE TO BE ONE TO ONE

NEW CONCRETE
8 CR~S SLOPE.TO STREET
CITY
OF
B
E
V
E
R
LY
HIL
L
S, C
ALI
F
O
R
NIA
DEPA

RTMENT OF PUBLIC
W
ORKS

ENGINEERING DIVISION
w
4'MIN.)
(WIDTH TO MATCH ADJOINING
WALK)
w
2(2.5
MAX)

LONGITUDINAL WPJ

PER STANDARD
DRAWING BH 104

COMPACTED SUBGRADE
MINIMUM 90% RELATIVE

COMPACTION

KEY DETAIL
(NEW TO EXISTING)
S
T
A
N
D
A
RD
SID
E
W
A
LK
S
E
C
TION
R
E
VISIO
NS
hN
RECO
M
MENDED 7(
APPR
O
VED

EXISTING CONCRETE
3 S
T
A
N
D
A
RD
SID
E
W
A
LK
S
E
CTI
ON -
C
O
HB
N.T.S 4
N
O
N
-
R
E
SID
E
N

TIAL IN
T
E
G
R
AL
C
U
RB
A
ND
G
UTT
ER
N.T.S 5
4"
C
U
RB
D

RAIN IN
6"
C
U
RB
N.T.S 6
C
U
RB
A
ND
G
UTT
ER -
B
A
RRI
ER
N.T.S
U
N
D
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R
G
R
O
U
ND
S
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R
VICE
ALE
RT
OF SO
U
T
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C
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P
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C
R
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SING
PA
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SC
A
LES
AS SHO
WN
F
B. N
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F
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EE
811
AT LEA
ST TWO
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O
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ET NO. 4
OF
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2 0
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21/
2 0
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21/
2 0
25 REVISION
cec«so TG
DATE
oesroe LM
P
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W
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D
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345 FOOTHILL RD

BEVERLY HILLS,
CALIFORNIA 90210
310 285-2514 FAX 310.278-1338 www.beverlyhills.org

ABBREVIATIONS WPJ - WEAKENED PLANE JOINT
FDSC - FULL DEPTH SAW CUT cJT COLD JOINT

BCR BEGINNING OF CURB RETURN ECR END OF CU

RB RETURN

SOME AREAS, AND AROUND SOME UTILITY POLES

CONSTRUCTED AT LOCATIONS SHOWN ON

BE FORMED BY CUTTING A GROOVE IN THE
. THE GROOVE FOR A TRANSVERSE JOINT
OF 1-A2 OR ONE-SIXTH OF THE PAVEMENT

THE GROOVE FOR A LONGITUDINAL JOINT
1-A2 OR ONE-FOURTH OF THE PAVEMENT

AND THE WIDTH SHALL BE THE MINIMUM
USED, BUT SHALL NOT EXCEED 14'
PER THE KEY DETAIL ON BH-105 AT LOCATIONS
THE PLANS.

CONSTRUCTED AT REGULAR INTERVALS NOT
GUTTERS. JOINTS IN CURB, GUTTER. AND
WALK

UCTED SEPARATELY FROM SIDEWALK

TROWELED AND LIGHT BROOM FINISHED
BE CONSTRUCTED OF CLASS 560-C-3250 PCC

THE DETAIL AND/OR PLANS AND SHALL
wp PAVEMENT WITH A POWER DRIVEN SAW
w
w2 SHALL BE CUT TO A MINIMUM DEPTH
25'MAX THICKNESS, WHICHEVER IS GREATER,

SHALL BE CUT TO A MINIMUM DEPTH OF
wp THICKNESS, WHICHEVER IS GREATER
w WIDTH POSSIBLE WITH THE SAW BEING
Pi
2 COLD JOINT SHALL BE CONSTRU
CTED
wp SHOWN ON THIS DRAWING AND/OR ON
---,

2.5(YP) 3. WEAKENED PLANE JOINTS SHALL BE WPJ --' EXCEEDING 25 IN WALKS AND 20' IN

SHALL BE ALIGNED
4PJ
4 CURB AND GUTTER SHALL BE CONS TR
V
pJ
TREE WELL 5. SIDEWALK AND CURBFACE SHALL BE d

6. SIDEWALK, CURB AND GUTTER SHALL
- 7 ALL

WORK SHALL BE CONSTRUCTED IN

WP SPECIFICATIONS FOR PUBLIC WORKS
,_, 8. CONTRACTOR SHALL HAVE A VALID
£ LICENSE

9. EXPANSION JOINTS ARE REQUIRED IN

I OR HYDRANTS
J
WP ' do - PROPERTY LINE
,,,, \;;_ t 4 t el \ / I I I
. At, {
EXP Jr
(NOTE 9)

UTILITY POLE
IHCK
/QMMNE
~3wux p c cu rice .a.

WARNING PLATE
SE
C
TION
A-A

SINGLE TRUNCATED DO
ME
DE
TEC
T
ABLE
W
A
R

NING DE
T
AIL
ff2350C
7 5"0C
O
O O 23O
..
t
••• · -·· Ow·ue

TRUNCATED DOME PATTERN
laenova cue
WHERE NECESSARY (CASE 5)
SE
C

TION B-B

1. CONTRACTOR SHALL HAVE A VALID CLASS A" OR CB CALIFORNIA

CONTRACTOR'S LICENSE

9. DOWEL SHALL BE USED AT EXISTING CURB AND GUTTER. DOWEL

WARNING PLATE
NOTES

1. CONCRETE SHALL BE CLASS 560-C-3250 AND SHALL BE 4
THICK OVER 4' CRUSHED MISCELLANEOUS BASE AT 90%

RELATIVE COMPACTION

2. CURB RAMPS SHALL HAVE A RECESSED CAST IN PLACE YELLOW

DETECTABLE

3. UTILITY PULL BOXES, MANHOLES, VAULTS AND OTHER

UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB

RAMP SHALL BE RELOCATED BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, THE CONSTRUCTION OF THE RAMP

4. TRANSITIONS FROM RAMPS AND LANDING TO
WALKS,

GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF

ABRUPT CHANGES

5. MAXIMUM SLOPES OF ADJOINING GUTTE

RS, THE ROAD SURFACE
IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5 PERCENT WITHIN 48" OF THE TOP AND BOTTOM OF CURB RAMP

CONSTRUCTED IN REVERSE POSITION

8. IFLOCATED ON A CURVE. THE SIDES OF THE RAMP NEED

NOT BE PARALLEL, BUT THE MINIMUM

WIDTH OF THE RAMP AT
ANY POINT SHALL BE4-0
gureR

SEE NOTE

RETAINING CURB

IF NECESSARY AT BACK OF
WALK
er \go
\
a
a
ce
5MIN.

C
A
SE 5
SEENOTE2-

CURB FACE GUTTER
SEE NOTE 5
10% MAX

AT CURB
•

CURB FACE
GuTree SEE NOTE 5
10% MAX

AT CURB

CURB FACE
GUTTER
SEE NOTE 5
-e SIDEWALK-el
C
A
S
E2
SEE NOTE 2
-2SIDEWALK el
10% AMAX
AT URB
C
A
SE 1
/Le
soewAux el
SEE NOTE 2

SIDEWALK
STANDARD DRAWING BH 104
SHEET 1 OF 1
D
ATE
DATE 3/30/22
CITY
OF
B
E
V
E
R
LY
HIL
L
S, C
ALI
F
O
R
NIA

DEPARTMENT

OF PUBLIC
W
O
RKS

ENGINEERING DI
VISI
ON
C
U
RB
A
ND
SID
E
W
A
LK
J
OIN
TS
/\ l922021 REV. NOTE

ARK DATE DESCRIPTION
R
E
VISIO
NS
REC
O
M
MENDED
l--+
-
-1-
-
-
---1
APPR
O
VED

STANDARD DRAWING
BH 103
SHEET 4 OF 4
CITY
OF
B
E
V
E
R
LY
HIL
L
S, C
ALI
F
O
R
NIA

DEPARTMENT

OF PUBLIC WORKS

ENGINEERING DIVISION
C
U
RB RA
M
PS
R
E
VISIO
NS
,--;-
-
-t-
-
-
---1
REC
O
M
MENDED
DATE 9-22-20
APPR
O
VED
_ «
D
ATE 9-22-20

CI'YEN ER

STANDARD DRAWING
BH 103
SHEET 3 OF 4
CITY
OF
B
E
V
E
R
LY
HIL
L
S, C
ALI
F
O
R
NIA
DEPA
RTMENT

OF PUBLIC
W
O
RKS

ENGINEERING DIVISION
C
U
RB RA
M
PS
R
E
VISIO
NS
,--;-
-
-t-
-
-
---1
REC
O
M
MEN=- D).

DATe 9-22
E
-20
APPR
O
VED
_ D
ATE 9-22-20
CITY ·NEER
STANDARD DRAWING BH 103
SHEET 2 OF 4
CITY
OF
B
E
V
E
R
LY
HIL
L
S, C
A
LIF
O
R
NIA

DEPARTMENT

OF PUBLIC WORKS

ENGINEERING DIVISION
C
U
RB RA
M
PS
9 DESCRIPTION
R
E
VISIO
NS
,--;-
-
-t-
-
-
---1
REC
O
M
MENDED=- .,,
DATE 9-22-20
APPRO
VED
_
''
D
ATE 9-22-20

CI E ER

STANDARD DRAWING
BH 103
SHEET 1 or
,DAre. 422-2
kl
DAre9-22-20
CITY
OF
B
E
V
E
R
LY
HIL
L
S, C
ALI
F
O
R
NIA
DEPA

RTMENT OF PUBLIC
W
ORKS

RD PLANS FOR PUBLIC
W
O

IF SHOWN AS 'V
AR' THE CURB FACE VARIES.

2. GUTTER WIDTH, W, IS 24 (600 mm)

UNLESS OTHERWISE SPECIFIED

3. TYPES A1, A2, A AND CI SHALL BE
CONSTRUCTED OF CONCRETE.

4. TYPE DI CURB SHALL BE CONSTRUCTED

OF ASPHALT CONCRETE

5. TYPE CI CURB SHALL BE ANCHORED WITH

STEEL DOWELS AS SHOWN OR WITH AN EPOXY APPR
O

VED BY THE ENGINEER

6. ALL EXPOSED CORNERS ON CONCRETE CURBS
AND GUTTERS SHALL BE ROUNDED WITH A 1/2 (15 m
m) RADIUS
446.4
4 ¥.
0$$004.

0.0 on
av. - 00%0%
e
$
Ff
=
.3
1/4 3 Re1/4
HIKE UP 1 PER 1
6" >,,-

OF GUTTER
WIDTH
CI PIPE " . . e
· V
(4 MAX. 0.D.)
" " . . " " $ • R=34 . .. . 6 E ' \
%
crosss
ore

OF SIDEWALK
C
U
RB &
G
UTT
ER
S
E
C
TION

NOTTO SCALE
REM

OVE & RECONSTRUCT CURB & GUTTER
36 MIN
CUT EXISTING CURB ON 18 MIN. (TY) €
/Cl

PIPE VE
RTICAL LINE TO ENTIRE (4 MAX. 0.D.)

LEXISTING
1-1/2" MIN CURB

DEPTH,REC

ONSTRUCT CLEARANCE
TO SC
O

RELINE IF

NEAREST SC
O
RELINE is \ " � 1, s· \: . .

LESS THAN4 (TYP.) • . , . " • ' . "
,-- . 2 " . -7 J . . . . % l . . FLOW LNE ? " . L
__
__.)
1/2 MIN. 2#3
B
AR-18 LONG

CLEARAN

CE CENTE
RED
O

VER DRAIN
E
L
E
V
ATI
ON "A-A"
NOTES.

NOT TO SCALE
1 MINI

MUM CURB BREAK AND REC
ONSTRUCTION IS 3-0 IN LENGTH
2 CURB & GUTTER SHALL BE CLASS 560-C-3250 PCC MONOLITHIC POU R.
3 FOR MUL

TIPLE CURB DRAINS, SP
ACING BE TWEEN C.I. PIPES SHALL BE A MINIMUM
OF 6 0.C.

4. 3 PIPE IN 6 CURB IS ALLOWED BY CO
RING.
5 DO

WELS SHALL BE USED
AT EXISTING CURBS AND GUTTER.DO

WEL HOLE SHALL BE WIRE BRUSHED AND BLOWN
FREE OF DEBRIS. EPO

XY WILL BE INSE
RTED. AND DOWEL WILL BE SEATED TO FULL DEPTH OF HOLE. DOWEL SHALL BE 12" IN LENGTH, WITH A 6 EMBEDMENT,
OR
AS DIRECTED BY INSPECTORS.
6 ALL W
O

RK SHALL BE CONSTRUCTED IN
ACC
O
RDAN
CE

WITH THE CURRENT STANDARD SPE
CIFIC

ATIONS FOR
PUBLIC
W
O

RKS CONSTRUCTION (G
REEN80OK).
7 CONTRACTOR SHALL HA
VE A
V
ALID CLASS A" OR CB' CALIFO
RNIA CONTRACTOR'S LICENSE.
4"
C
U
RB

DRAIN IN
6"
C
U
RB
R
E
VISIO
NS y
CITY
OF
B
E
V
E
R
LY
HIL
L
S, C
ALI
F
O
R
NIA

AK DATE DESCRIPTION

DEPARTMENT

OF PUBLIC WORKS

ENGINEERING DIVISION
$5%
9/7/21

STANDARD DRAWING
RECO
M

MENDED DATE
BH 109
APPR
O
VED DATE 3/30/22
C' ENO SHEET 1 OF 1

STANDARD DRAWING
BH 107
SHEET 1 Or 1
HIKE UP 1 PER

OF GUTTER WIDTH
BATTER

1.5.12 Re1/4
;=pure 9/7/21 D
ATE 3/30/22
VARIES
W
CITY
OF
B
E
V
E
R
LY
HIL
L
S, C
ALI
F
O
R
NIA

DEPARTMENT OF PUBLIC
W
O
RKS
EN

GINEERING DIVISION

CF GUTTER
Ret/2
' . . d .
• ' '
r
RECOM
MENDED
APPR
OVED
Re1/4
1/4
R=3/4
BATTER

1.5:12
R
E
VISIO
NS
CRUSHED MISCELLANEOUS BASE. MINIMUM 90% RELATIVE COMPACTI ON.

N
O
N-R
E
SID
E
NTIAL
IN
T
E
GRAL
C
U
RB
A
ND
G
UTT
ER
S
E
C
TION

NOT TO SCALE
NOTES
1 CURB AND GUTTER SHALL BE CONSTRUCTED OF CLASS 560-C-3250 PCC 2. CURB FA

CE SHALL BE

AS DESIGNED

OR MATCH EXISTI
NG

3. GUTTER
WIDTH, W, SHALL MATCH EXISTING OR 24

MINIMUM, UNLESS OTHER

WISE SPE
CIFIED

4. AFTER THE CONC

RETE HAS BEEN THOROUGHLY TAMPED TO FO
R

CE THE LAR
GER
AGG

REGATE INTO THE
CONC

RETE AND BRING TO THE TOP SUFFI

CIENT FREE MORTAR FOR FINISHING, THE SURFA

CE SHALL BE

WORKED TO A TRUE AND EVEN GRADE BY MEANS OF A FLO

AT, TRO
WELED

WITH A LONG HANDLED TR
OWEL
OR F
RESN

O', AND

WOOD-FLO
AT FINISHED. THE FLOWLINE OF THE GUTTER SHALL BE TR

OWELED SMOOTH

FOR A WI
DTH OF 4 INCHES ('SHINER")

5. DOWELS SHALL BE USED
AT EXISTING CURBS AND GUTTER. DO

WEL HOLE SHALL BE WI

RE BRUSHED AND
BLO

WN FREE OF DEBRIS EPO
XY

WILL BE INSERTED, ANO DO

WEL WILL BE SEATED TO FULL DEPTH
OF
HOLE. DO
WEL SHALL BE 12 IN LENGTH, WITH A 6 EMBEDMENT, OR

AS DIRECTED BY INSPE
CTORS.

6. ALL
W
O

RK SHALL BE CONSTRUCTED IN

ACCORDANCE WITH THE CU
R

RENT STANDARD SPECIFICATIONS

FOR PUBLIC

WORKS CONSTRUCTI
ON ("GREENBOOK")

7. CONTRA

CTOR SHALL HA
VE A
V
ALID CLASS A" OR CB8' CALIFORNIA CONTRACTOR'S LICENSE.

N
O
N
-
R
E
SID
E
N

TIAL IN
T
E
G
R
AL
C
U
RB
A
ND
G
U
T
T
ER
D
E
T
AIL
NOTES 1. SIDEWALK SHALL BE CONSTRUCTED OF CLASS 560-C-3250 PCC. 2. SEE BH 104 FOR JOI NT LOC

ATION PLA
CEMENT
3 CRUSHED MISCELLANEOUS BASE TO BE APPR

OVED BY THE CITY

ENGINEER
4 SIDEWALK SHALL BE TR
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5. ALL W
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6. CONTRACT

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BH 105
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SHEET 2 OF 2
BH 105
SHEET 1 OF 2

STANDARD DRAWING
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DATe 8/3/
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CRUSHED MISCELLANEOUS
BASE. MINIMUM 90% RELATIVE COMPACTION

CRUSHED MISCELLANEOUS
BASE. MINIMUM 90% RELATIVE COMPACTION
COMPACTED SUBGRADE. MINIMUM 9O% RELATIVE COMPACTION

2.00% (MAX)

SLOPE TO BE ONE TO ONE

NEW CONCRETE
8 CR~S SLOPE.TO STREET
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COMPACTION

KEY DETAIL
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EN
GIN

BEVERLY HILLS,
CALIFORNIA 90210
310 285-2514 FAX 310.278-1338 www.beverlyhills.org

1. FRAME AND COVER SHALL BE CAST IRON

2. A PLAIN 1/4 (6 mm) BORDER SHALL BE TYPICAL FOR ALL

BORDERS ON FRAME AND COVER

3. ALL CASTING RADII SHALL BE 1/4 (6 mm) UNLESS OTHERWISE SHOWN. 4. WEIGHT OF FRAME AND COVER SHALL BE 43 LBS (19.5 kg) 5. USE ONE 3/8"-16l STAINLESS STEEL SOCKET CAP SCREW. APPLY

HIGH ADHESIVE, OPEN GEAR GREASE TO THREADED PORTION PRIOR TO INSERTION

6. USE 4" 4 (102 mm x 102 mm) CAST ALUMINUM LINK HINGE WITH SST PIN FOR 180° OPENING
1-7/8
[«a
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7/8
(22 mm
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3/8 (10 mm)
. /2 ( mm)
2-/4"
r
(70 mm)

SECTION F--F
5/8" (16 mm) CORE,
4 HOLES

SECTION D-D
4-1/4"
(i08 may
7/8° 2-/2_ 7/8°
(22 mm" 64 ma) 2 mm)
eeE

SECTION C-C
1/4 ¢ --'i)ye .E bE {% 15/8; • /" t (41mm) ( mm) "9
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4o <
1/8° (3 mm)
] "
1-1/2
-(smm)
(76 mm) -

SECTION E-E
12" x.12" CLEAR OPENING 3/8"
(05 305 mm) (10 mm)

SECTION AA

DIAMOND TREAD ON COVER
AND FRAME. SEE NOTE 2
3/8". (10 mm)
C
/2"
(1.3 mm) DRILL AND TAP FRAME 3/8-16 NC-2
16-3$/8 (416 mm) -5/s 2-7/8 (327 mm) -5/8" %[ @4'..-- --@i s) mm, 1/8" 1/8 ] mm) g 7%a)y (fr ; pg. + Tz T <t G'ma» -V. s /2,- 2-/s (32 mm) ( mf - "(so mm) 3/8 (10 mm)

RIB IN EACH
CORNER
NOTES
DET All OF ANCHOR

1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. 2. F THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.

3. FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm) OR MORE FROM THE R/W LINE, HOWEVER, THE PARKWAY DRAIN SHALL EXTEND TO THE R/W LINE IN ANY EVENT.

4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT

SURF ACE WHERE PRACTICAL

5. A HEADED STEEL STUD 5/8" 6-3/8" WITH A T' HEAD
(16 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTT

WELD MAY BE USED AS AN ALTERNATE ANCHOR

6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS 8" (200 mm) AT POINT N AND P.

7. THE 3" (75 mm) LEG OF THE 5/8 (16 mm) DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK.

8. 4BARS ARE #3 (#10») 9. FORS 48 (1200 mm) AND LESS, B=2.5" (65 mm) USE 2-1/2"2"x3/8(64 519.5 mm) GALVANIZED STEEL ANGLE

10. FOR S = 54 (1350 mm) OR MORE, B = 4" (100 mm)
USE 3--1/2" 3"1/2(89 76 12.7 mm) GALVANIZED STEEL ANGLE.

I1. ANGLE A EQUALS 9O" UNLESS OTHERWISE SPECIFIED

MODIEICATON NOTES
++ MODIFIED TO ELIMINATE RAISED PROFILE SECTION OF TOP OF CURB ••

SIDE WALK FINISH
A--A
POINT
S

GALVANIZED STEEL ANGLE
10' 300O mm

TOP OF CURB
FL

POINT P
BATTER 3.12 SLOPE %
'L
6" (150 mm) TYP

SECTION B--B
p
(25 mm
.7
8 1/2- «''
(om)4,']t.'
(i5@ mm)
uwtc ~s ADA&EN 200 mm,SECTION GUTTER
4 (100 mm)
s 2
A
PLAN
s

PROFILE

TC GRADE LIN

PER PLANS
rL

POINT N
10' 3000 mm

POINT M

TOP OF CUR
• E j INLET INLET RECT FRAME HINGE AT TOP E COVER PER u TYPE 2 TYPE 1 SPPWC 152 24" (600 mm) du • 24" • ' PIPE PER 0r z mm < PLANS 2z "-1 ?' « SLOPE 2% T ' .. . 2z A' 0 R w
SECTION 3 gLOPE 2% 0 z
INLET TYPE 2 .- " " » «t 2z 6" (150 mm) Tp /+ ' ) Lj SECTION B B INLET TYPE d co g+ 3 75 mm) CURB FACE
FL

POINT M POINT N PINT P POINT Q
s J BAR SPACING ANCHORS NOTE
12" (300 mm) 7(180 mm) 2 9 18" (450 mm) 7(180 mm) 2 9 24 (600 mm) 7(180 mm) 2 9 30 (750 mm) 7(180 mm) 2 9 36 (900 mm) 7(180 mm) 3 9 42 (1050 mm 6" (150 mm) 3 9 48 (1200 mm 5(125 mm) 3 9 54" (1350 mm 6-1/2 (165 mm 3 10 60" (1500 mm 5(125 mm) 3 10 66" (1650 mu) 4 (100 mm) 3 10 72" (1800 mm 3-1/2" (90 mm) 3 10
.46.4%¥.
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STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PARKWAY DRAIN

STANDARD PLAN
151--3

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PARKWAY DRAIN
ST4N0ARD PLAN
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STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

RECTANGULAR FRAME AND COVER
ST4N0ARD PLAN
152--3

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
RECTANGULAR FRAME AND COVER 152-3
7 MODIFIED PARKWAY DRAIN N.T.S 8 RECTANGULAR FRAME AND COVER N.T.S 313--4
$IANOARD LAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

LOCAL DEPRESSIONS AT CATCH BASINS
NOTES.

1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2" (15 mm) RADIUS 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB AT THE ENDS OF THE LOCAL DEPRESSION, THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB AT THE ENDS OF THE LOCAL DEPRESSION PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN.) • IN EXISTING STREETS WHERE NO PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS,

THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURF ACE.

4.IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS

THE ELEVATIONS OF POINTS F AND G SHALL BE SET HT HIGHER THAN THE GUTTER FLOW LINE

ELEVATIONS AT POINTS A AND D, RESPECTIVELY
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY.

THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER

FLOW LINE WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET HJ HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB

5. DIMENSIONS
H, HI, H2 AND HS SHALL BE AS NOTED ON THE PLANS G=24 (600 mm) K 5-0 (1500 mm) L 6-0(1800 mm) M=4-0(1200 mm) N 5-0 (1500 mm) W WIDTH OF CURB OPENING FOR CATCH BASIN W=WIDTH OF GRATING(S) FOR CATCH BASIN 313--4
wHt NM X' ;
2 600 mm
ST4NARD PLAN

PROFILE CASES E, F, G
== =

STRAIGHT GRADE
VALLEY

CURB OPENING CATCH BASIN
rmC
CURB OPENING CATCH BASIN w/ GRATING
w

POINT R

PONT C (CASE E AND G)

POINT C (CASE F
r]
rC
CURB OPENING DI_AN

CATCH BASIN

STRAIGHT GRADE
VALLEY
C

CURBSIDE GRATING CATCH BASIN
Fl.
c---"' --
VALLEY c-l-"-' --i wHERE NO nst cuttER POINT E

STRAIGHT GRADE
VALLEY
poiire

POINT P
K

LOCAL DEPRESSIONS AT CATCH BASINS
=====es

STRAIGHT GRADE
VALLEY
CASE E
CASE F

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

POINT B (CASE F AND G)

POINT B (CASE E)
CASE G

POINT C
POINT B MANHOLE uRzre ..it.a
NOTES:

GENERAL
' ALL PARTS SHALL BE STEEL, EXCEPT SET SCREWS, WHICH SHALL BE STAINLESS STEEL OR BRASS 2 EXCLUDING SET SCREWS, ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AF TER FABRICATION 3. CURB FACE SHALL BE AS NOTED ON THE PLANS. 4. CURB BATTER SHALL BE 312 UNLESS OTHERWISE SPECIFIED.

FACE PLATE
5 FACE PLATE LENGTHS SHALL BE CATCH BASIN W PLUS 12 (300 mm) EXCEPT AS MODIFIED FOR A "CURB OPENING CATCH BASIN AT DRIVEWAY".

6. WHEN THE LENGTH OF THE FACE PLATE IS BETWEEN 22' (6.5 m) AND 43' (13 m), TWO SECTIONS MAY BE USED. WHEN THE LENGTH EXCEEDS 43' (13 m), THREE SECTIONS MAY BE USED SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL. SPLICE SHALL BE PLACED T (300 mm) FROM A SUPPORT BOLT

7. WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, THE MAXIMUM CHORD LENGTH

FOR THE FACE PLATE SHALL BE SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE TRUE CURVE SHALL NOT EXCEED (25 mm) WHERE MORE THAN ONE CHORD IS REQUIRED, CHORD

LENGTHS SHALL BE EQUAL CHORD SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL (MODIFIED TO FIT THE CHORD DEFLECTION) AND A SUPPORT BOLT SHALL BE PLACED T (00 mm) FROM THE SPLICE. 8 ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H--4F SHEAR CONNECTOR, KSN

WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL SUPPORT BOLT

9. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING IS 7 (2 m) OR GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING SPACING SHALL NOT BE LESS THAN 3'-6" (1 m) ON CENTER NOR GREATER THAN 5' (1.5 m) ON CENTER

STIRRUP
10 FOR TYPE A, MATERIAL SHALL BE CAST STEEL

PROTECTION BAR
n. TYPE A SHALL BE USED UNLESS OTHERWISE SPECIFIED 12 FOR TYPE A, THE BAR SHALL BE CUT TO FIT IN THE FIELD WHEN "W IS OVER 2T (6 m), THE PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BE TWEEN THE PROTECTION BAR PIECES SHALL CONSIST OF A 5" (125 mm) LENGTH OF STANDARD 3/4" (20 mm) PIPE WITH STANDARD COUPLINGS FULLY THREADED ONTO EACH END DRILLED AND

TAPPED FOR A SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM END ANCHOR 13 FOR TYPE B, THE BAR SHALL BE TWO PIECES. TWO EYE BOLTS AND A WELDED STIRRUP ON EACH SUPPORT BOLT ARE REQUIRED.
14 NUMBER OF PROTECTION BARS AND LOCATIONS ARE AS FOLLOWS MAXIMUM CURB FACE, INCHES (mm)
, .. , .. 8" 9" 10" "' 12" 1 14" 15 16" 7 18" (150) (175) (200) (225) (250) (275) (300) (325) (350) (375) (400) (425) (450)

0.12 0 0 3.5° 3.5° 45 4.5" 4.5° 5.5° 3.5° 3.5° 4.5 4.5" 45 (90) (90) (115) (115) (115) (140) (90) (90) (1is) (115) (115) 0r 112 0 0 3.5° 3.5° 45 4.5" 4.5 5.5° 3.5° 3.5° 4.5 4.5" 5.5° e (90) (90) (115) (115) (115) (140) (90) (90) (115) (115) (140) 2 " 3.5° 3.5° 4.5" 4.5° 5.5° 3.5° 3.5° 4.5" 4.5 5.5° 5.5° 8 « 2.12 0 0 2 • (90) (90) (115) (115) (140) (90) (90) (115) (1is) (140) (140) w an > 9 3.5° 3.5° 45 4.5° 5.5° 3.5° 4.5" 4.5" 5 5" 5.5° 4.5" a 0 3.12 0 0 (90) (90) (115) (115) (140) (90) (115) (115) (140) (140) (115) g 412 0 3.5° 3.5° 4.5" 45 5.5° 3.5° 3.5° 4.5" 4.5°" 5 5" 4.5" 4.5" (90) (90) (115) (115) (140) (90) (90) (115) (115) (140) (115) (115) 0 ' 2 3 NUMBER OF PROTECTION BARS

FOR OTHER CURB FACE OR BATTER SEE PLANS
+ TYPE A PROTECTION BAR ONLY
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SAN00AD PLAN CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 310--4 310-4 $AN0AD PLAN
1/8 (mm) R (TYPICAL)
3/4 (20 mm) DIA PROTECTION BAR

END ANCHOR
11 4" 32 mm
(27 mm)
1/2 (13 mm) DIA 1_% 0o mm)Jf
3/8 lo
i0 me.]

DOUBLE PROTEC ION BAR DETAIL
w

ELEVATION

SUPPORT BOLT WITH ADJUSTABLE STIRRUP (TYPICAL)
SUPPORT 80LT

ADJUSTABLE

STIRRUP

FACE PLATE
3%¢
s ] s , @ io mm) @o mm)
PROTECTION BAR ' k $10 3/4 (20 mm) STEEL COUPLING

TO FIT SNUG OVER ENTIRE LENGTH
(3/4 (20 mm) NPS THREAD)

END ANCHOR DETAIL

FLATTEN BOTH ANCHOR ENDS TO PREVENT TURNING
DRILL AND TAP HOLE AND INSTALL 3/8 (10 mm)-NC x 1/2 (1 mm) OCKET SET SCREW / 3/16" (5 m
R CESSED �X HOLE 2" 0 i" 1so mm

PROTECTION BAR AND SUPPORT BOLT(S) WITH

ADJUSTABLE STIRRUP(S) -(TYPE A)

END ANCHOR WITH COUPLING AND SET SCREW

CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

STANDARD
3/4 (20 mm

STEEL PIP

DRILL AND TAP HOLE AND INSTALL
3/8 (10 mm)-NC x 1/2" (13 mm) SOCKET SET SCREW WITH 3/16" (5 mm)

RECESSED HEX HOLE

STIRRUP DETAIL
PROTECTION BAR & STIRRUP LOCATION DRILL 1/2(13 mm) HOLE, 1/4(6 mm) DEEP 9 FACE PLATE ASSEMBLY AND PROTECTION BAR N.T.S 10 LOCAL DEPRESSION N.T.S

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEYERL Y HILLS PEDESTRIAN CROSSING

PAGE TO

SCALES AS SHOWN
F B. NO. DIAL TOLL FREE 811 AT LEAST TWO DAYS BEFORE YOU DIG '
'
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REVISION
CITY OF BEYERL Y HILLS. CALIFORNIA
APP+Ro\wfL A Tb

ENGINEERING DIVISION
7517
ORWG
11 SHEETS NO. oso 2222 SHEET NO. 5 OF
Suk4IT TED A Te

PUBLIC WORKS DEPARTMENT
o- 03/21/2025 ·+ 03/21/2025 ·+ 03/21/2025
DATE
cec«so TG oeAw BM/MO oesroe LM
345 FOOTHILL RD
BEVERLY HILLS, CALIFORNIA 90210
310 285-2514 FAX 310.278-1338 www.beverlyhills.org

PUBLIC WORKS DEPARTMENT

1. FRAME AND COVER SHALL BE CAST IRON 2. A PLAIN 1/4 (6 mm) BORDER SHALL BE TYPICAL FOR ALL

BORDERS ON FRAME AND COVER

3. ALL CASTING RADII SHALL BE 1/4 (6 mm) UNLESS OTHERWISE SHOWN. 4. WEIGHT OF FRAME AND COVER SHALL BE 43 LBS (19.5 kg) 5. USE ONE 3/8"-16l STAINLESS STEEL SOCKET CAP SCREW. APPLY

HIGH ADHESIVE, OPEN GEAR GREASE TO THREADED PORTION PRIOR TO INSERTION

6. USE 4" 4 (102 mm x 102 mm) CAST ALUMINUM LINK HINGE WITH SST PIN FOR 180° OPENING
1-7/8
[«a
r(25 mm)
7/8
(22 mm
L
t
±g E gt 3e z1s
f
3/8 (10 mm)
. /2 ( mm)
2-/4"
r
(70 mm)

SECTION F--F
5/8" (16 mm) CORE,
4 HOLES

SECTION D-D
4-1/4"
(i08 may
7/8° 2-/2_ 7/8°
(22 mm" 64 ma) 2 mm)
eeE

SECTION E-E
12" x.12" CLEAR OPENING 3/8"
(05 305 mm) (10 mm)

SECTION AA

RIB IN EACH
CORNER
NOTES
DET All OF ANCHOR

1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. 2. F THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.

4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT

SURF ACE WHERE PRACTICAL

5. A HEADED STEEL STUD 5/8" 6-3/8" WITH A T' HEAD
(16 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTT

WELD MAY BE USED AS AN ALTERNATE ANCHOR

6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS 8" (200 mm) AT POINT N AND P.

7. THE 3" (75 mm) LEG OF THE 5/8 (16 mm) DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK.

8. 4BARS ARE #3 (#10») 9. FORS 48 (1200 mm) AND LESS, B=2.5" (65 mm) USE 2-1/2"2"x3/8(64 519.5 mm) GALVANIZED STEEL ANGLE

10. FOR S = 54 (1350 mm) OR MORE, B = 4" (100 mm)
USE 3--1/2" 3"1/2(89 76 12.7 mm) GALVANIZED STEEL ANGLE.

I1. ANGLE A EQUALS 9O" UNLESS OTHERWISE SPECIFIED

MODIEICATON NOTES
++ MODIFIED TO ELIMINATE RAISED PROFILE SECTION OF TOP OF CURB ••

SIDE WALK FINISH
A--A
POINT
S

GALVANIZED STEEL ANGLE
10' 300O mm

TOP OF CURB
FL

POINT P
BATTER 3.12 SLOPE %
'L
6" (150 mm) TYP

SECTION B--B
p
(25 mm
.7
8 1/2- «''
(om)4,']t.'
(i5@ mm)
uwtc ~s ADA&EN 200 mm,SECTION GUTTER
4 (100 mm)
s 2
A
PLAN
s

PROFILE

TC GRADE LIN

PER PLANS
rL

POINT N
10' 3000 mm

POINT M

TOP OF CUR
• E j INLET INLET RECT FRAME HINGE AT TOP E COVER PER u e TYPE 2 TYPE 1 SPPWC 152 24" (600 mm) • 24" • ' PIPE PER 0r z mm < PLANS 2z "-1 ?' « SLOPE 2% T ' .. . 2z A' 0 R w
SECTION 3 gLOPE 2% 0 z
INLET TYPE 2 .- " " » «t 2z 6" (150 mm) Tp /+ ' ) Lj SECTION B B INLET TYPE d co g+ 3 75 mm) CURB FACE
FL

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PARKWAY DRAIN

STANDARD PLAN
151--3

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PARKWAY DRAIN
ST4N0ARD PLAN
0ta440¥
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v. - 200%, 20

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

RECTANGULAR FRAME AND COVER
ST4N0ARD PLAN
152--3

LOCAL DEPRESSIONS AT CATCH BASINS
NOTES.

THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURF ACE.

4.IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS

THE ELEVATIONS OF POINTS F AND G SHALL BE SET HT HIGHER THAN THE GUTTER FLOW LINE

ELEVATIONS AT POINTS A AND D, RESPECTIVELY
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY.

THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER

FLOW LINE WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET HJ HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB

PROFILE CASES E, F, G
== =

STRAIGHT GRADE
VALLEY

CURB OPENING CATCH BASIN
rmC
CURB OPENING CATCH BASIN w/ GRATING
w

POINT R

PONT C (CASE E AND G)

POINT C (CASE F
r]
rC
CURB OPENING DI_AN

CATCH BASIN

STRAIGHT GRADE
VALLEY
C

CURBSIDE GRATING CATCH BASIN
Fl.
c---"' --
VALLEY c-l-"-' --i wHERE NO nst cuttER POINT E

STRAIGHT GRADE
VALLEY
poiire

POINT P
K

LOCAL DEPRESSIONS AT CATCH BASINS
=====es

STRAIGHT GRADE
VALLEY
CASE E
CASE F

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

POINT B (CASE F AND G)

POINT B (CASE E)
CASE G

POINT C
POINT B MANHOLE uRzre ..it.a
NOTES:

FACE PLATE
5 FACE PLATE LENGTHS SHALL BE CATCH BASIN W PLUS 12 (300 mm) EXCEPT AS MODIFIED FOR A "CURB OPENING CATCH BASIN AT DRIVEWAY".

7. WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, THE MAXIMUM CHORD LENGTH

FOR THE FACE PLATE SHALL BE SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE TRUE CURVE SHALL NOT EXCEED (25 mm) WHERE MORE THAN ONE CHORD IS REQUIRED, CHORD

WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL SUPPORT BOLT

STIRRUP
10 FOR TYPE A, MATERIAL SHALL BE CAST STEEL

END ANCHOR
11 4" 32 mm
(27 mm)
1/2 (13 mm) DIA 1_% 0o mm)Jf
3/8 lo
i0 me.]

DOUBLE PROTEC ION BAR DETAIL
w

ELEVATION

SUPPORT BOLT WITH ADJUSTABLE STIRRUP (TYPICAL)
SUPPORT 80LT

ADJUSTABLE

STIRRUP

FACE PLATE
3%¢
s ] s , @ io mm) @o mm)
PROTECTION BAR ' k $10 3/4 (20 mm) STEEL COUPLING

TO FIT SNUG OVER ENTIRE LENGTH
(3/4 (20 mm) NPS THREAD)

END ANCHOR DETAIL

FLATTEN BOTH ANCHOR ENDS TO PREVENT TURNING
DRILL AND TAP HOLE AND INSTALL 3/8 (10 mm)-NC x 1/2 (1 mm) OCKET SET SCREW / 3/16" (5 m
R CESSED �X HOLE 2" 0 i" 1so mm

PROTECTION BAR AND SUPPORT BOLT(S) WITH

ADJUSTABLE STIRRUP(S) -(TYPE A)

END ANCHOR WITH COUPLING AND SET SCREW

CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

STANDARD
3/4 (20 mm

STEEL PIP

DRILL AND TAP HOLE AND INSTALL
3/8 (10 mm)-NC x 1/2" (13 mm) SOCKET SET SCREW WITH 3/16" (5 mm)

RECESSED HEX HOLE

STIRRUP DETAIL
PROTECTION BAR & STIRRUP LOCATION DRILL 1/2(13 mm) HOLE, 1/4(6 mm) DEEP 9 FACE PLATE ASSEMBLY AND PROTECTION BAR N.T.S 10 LOCAL DEPRESSION N.T.S

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEYERL Y HILLS PEDESTRIAN CROSSING

PAGE TO

SCALES AS SHOWN
F B. NO. DIAL TOLL FREE 811 AT LEAST TWO DAYS BEFORE YOU DIG '
'
I
e, " {
,
t'
l
DI

REVISION
CITY OF BEYERL Y HILLS. CALIFORNIA
APP+Ro\wfL A Tb

ENGINEERING DIVISION
7517
ORWG
11 SHEETS NO. oso 2222 SHEET NO. 5 OF
Suk4IT TED A Te

PUBLIC WORKS DEPARTMENT
N.T.S
]vu wDex NBER B-4806 ] seer 4 or 4 seers
FOR JOINT LAYOUT PURPOSES, A SINGLE CAST CONCRETE SIDEWALK IS DEFINED HEREON AS A PLAIN CONCRETE SLAB WITH A UNIFORM THICKNESS, INDEPENDENTLY CAST IN ONE POUR IN ANY SHAPE OR FORM WITH A MINIMUM OVERALL LENGTH OR WIDTH OF 48 INCHES AND BOUND ALL ROUND BY CONSTRUCTION JOINTS. FREE EDGES AND/ OR EXPANSION JOINTS A. WEAKENED PLANE JOINTS (WJ) SHALL BE PLACED WITHIN EACH

SINGLE CAST CONCRETE SIDEWALK DIVIDING ITS SURFACE INTO EQUAL SEGMENTS UNIFORM IN SIZE AND SHAPED AS SQUARE AS POSSIBLE WITH EACH SEGMENT NOT EXCEEDING AN OVERALL LENGTH TO WIDTH RATIO OF 3 TO 2EACH
B. ADDITIONAL WEAKENED PLANE JOINTS SHALL BE INITIATED FROM ALL

RE-ENTRANT CORNERS AT CONSTRUCTIONS, EXPANSION AND ISOLATION JOINTS, C. JOINTS IN SIDEWALK SHALL ALIGN WITH CORRESPONDING JOINTS IN

CURB AND GUTTER
D. UNLESS WAIVED BY THE CITY ENGINEER, JOINT LAYOUT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.

UNLESS NOTED OTHERWISE IN THIS STANDARD PLAN, ISOLATION JOINTS (J) SHALL BE PROVIDED AROUND POLES, FIRE HYDRANTS, MAINTENANCE HOLE COVERS. CULVERTS, WALLS, BUILDING FACES, ABOVE GRADE FACILITIES, VAULTS ETC. TO ISOLATE FIXED OBJECTS FROM ADJACENT SIDEWALK PAVEMENT. CONSTRUCTION JOINTS (CJ), EXPANSION JOINTS (EJ), WEAKENED PLANE JOINTS (W.J) AND OPTIONAL SCORELINES (SL) SHALL BE STRAIGHT AND SHALL HAVE NO LATERAL DEVIATION OF MORE THAN 1/8 INCH WITHIN A 10 FEET DISTANCE. NO JOINT SHALL BE }" OR GREATER JOINTS WITHIN THE SIDEWALK RECONSTRUCTION AREA SHALL MATCH JOINT PATTERN AND JOINT LOCATIONS OF ABUTTING SIDEWALKS AND EXISTING SIDEWALK JOINTS LAYOUT WITHIN THE PUBLIC RIGHT-OF-WAY. JOINT PATTERN AND JOINT LOCATIONS OF ABUTING SIDEWALKS AND EXISTING SIDEWALK JOINTS LAYOUT WITHIN THE PUBLIC RIGHT.OF .WAY SHALL BE RECORDED PRIOR TO DEMOLITION 6 ABBREVIATIONS
BCR = BEGINNING OF THE RADIAL CURB TRANSITION
CJ= CONSTRUCTION JOINTS
ECR = END OF THE RADIAL CURB TRANSITION
EJ= EXPANSION JOINTS
EQ= EQUAL
FE + FREE EDGE (SIDEWALK PANEL)
1J= ISOLATION JOINTS

MCR MIDDLE OF CURB RADIUS

MH MAINTENANCE HOLE
PL PROPERTY LINE (PUBLIC RIGHT-OF -WAY LINE). i SL= SCORE LINE (OPTIONAL) Ti SIDEWALK THICKNESS. Type TyPICAL. wJ= WEAKENED PLANE JOINTS (FOR CONCRETE CRACK CONTROL
5 4 2
NOTES
ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) ADOPTED BY THE BOARD OF PUBLIC WORKS AS AMENDED BY THE LATEST CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BROWN BOOK. SHEET3 OF 4 SHEETS STANDARD PLAN NO. S-431-0 NOT O SCALF MID-BLOCK (88Pt8 CURB RETURN (EAL$ ' ' ' -i f • vutr swoex uweee B.4806 % JOINT LAYOUT DETAILS AT CURB RAMPS $ -l SHEET STANDARD PLAN NO. S-431-0 2 OF 4 SHEETS ' 3 $A490$ ($$ TAN ON $uARE #0OT iN
.NAN.

TRANSVERSE
w4ervy
PLAN "D"

VAULT INDEX NUMBER
' ; ' i ----- t=: .. __:=:: :,,J, _ -c)-JL .. 1 .. - - _ J_ ' PLAN "C"
SIDEWALK WIDT (EXCLUDING ST£ET Cu w10 «1FT
3 4MN MN
w] w sP, <ts.n
4Jill' l
2 $-431-0

TREE WELL
2 ' -- : . i _;_ _ CATCH BASIN DE CK O#RE WELL

ADDITIONAL JOINTS AROUND OPENINGS
(SE£ NOTES 2AND
Note ox vut/Ou COVER LOCATIONS SHOWN HERS ONBEL OW AME FOR LASTRA DION uROSES ONLY SEE 8444 SI0EWA4KS"ST4ND4D PLAN FOR LOCATION RE QUE ENT'S UuTES SAMA£ INSTALLED WITIN THE SID WANK A NITY ONE ADJACENT AND CLOSEST TO TE TRET CUB TYCAd Si0€WALK JOINT$ 0#04 SGT1
A0MONN SI0£WALK JOINT$ 0AMO8NO OPEN0S
CONSTRUCTION JOINT «CA
LO0NGrTuout
wtoe
2 TRANSVERSE
wy(rec
8Du
out
go/.fey,est_H
%
{
STANDARD PLAN NO.

Norr0SCALE

STANDARD PLAN
$-431-0
0IYOr LOS ANGELES
SHEET 1 OF 4 SMET$
8-4806
c-coesrucno oNT
wt CO«CRIS PLACED

AGANS DEN(D CONORTE
0# CORTE AT AS6Gu
0Se
•
wwtAre0Put or
#riv0t0TWA ON
0NT#RN Hf$.04w.

TRANSVERSE DARN AN A$ 1CABE IN SOE WALK
L0Grupe cnN JOINT
$LL8 CRATED UNGA r$A #LA$C$7% 4470#A SE GR6NOOK SON 3036430814(CJ JOINTS MAD BY ecuNG St Se8CUT we240US ORR$$404 ma co«ch wA$ CAT %
«f
•
•
llJ
u.-SCORE LN «oho.
.$OE OREGAN TO3FT ON CENTER EQUALLY SPACED

ANO CENTERED BETWEEN
0«eR ONT'S $CO# UN$
A FOR ARTECTL#A
pee$ ANO SAL NO9£ U0FOR CRACK CONTROL
•
1---'----'4 . .
]
4:0tATON.OT
04+00A0 ONT
£J O ALLOW #OM CONCRETE
KANO AND CONT#ACTON
u OSUATE OE.CTS $0AS uur¥ Pouts Coe#S AND
w4$40M ht 0£WAN¢
TYP. JOINTS AND SCORELINES DETAILS

DEPARTMENT OF PUBLIC WORKS
PLAN "B"
•
Po rvsew pt_AN "A"
(9.OE WANK «1FT)

TVPICAL SIDEWALK JOINTS
(SID WAK WIDTH DOES NOT INCLUDE TE STREET Cu8
l

JOINTS IN CONCRETE SIDEWALKS

BUREAU OF ENGINEERING
• :+
sits«o [
..a5I
Cu8TV
roeA
7RSV.Sf
WJ!
ft_]
PREPARED suIT TED APPROVED e 00Cut Le._ 2 0Ne0 e.10 p $} coo \% 0oepee CHECKED d4. nu.4 _so»was • • Lt 4/12020.23 0 $E
0N.-N 44 p #u rt
verve 0rt
1 1 CURB AND SIDEWALK JOINTS COLA
SHEET3F $SH&£TS I ]VAULT INDex NUBER
4+ EXlgr\NG TERRAIN OR FACILITIES ADJACENT TO TE SIDEWALK SHALL Be FLU94TNT4E SIDEWALK ELEVATION FORR AT LEAST 24INCHES EXCEPTION ABUT CANES IN LEVEL EXCEEDING 4 INCHES INA VERTICAL DIMENSION BET,WEEN WALKS. SIDEWALK.g R 04E pep9r w,NS4ND ADJACENT 904A0%$ SALL Be ID4NIED 9¥ WANING CU A L£Ag1 6 1N0E$ IN EIGHT ASE HE WALK ORR SIDEWALK SURFACE THE WARNING CURB SHALL BE PAINTED YELLOW AND COMPLY WITH FEDERAL STANDARD 4F$) 33538 OF SOCIETY OF AUTOMOTIVE ENGINEERS (SAE) AEROSPACE AMA TERRAL SPECIFICATION (A$TD5954A WARNING CUR.IS NOT REQUIRED BE TEEN A WALK AND AN ADJACENT gTEET ORR DRIVEWAY
12 FORSIDEWALKS CONSTRUCTED ADJACENT TO AN EXISTING SIDEWALK WIDTH SALL BE NOLES.S THAN THAT OF THE EXISTING SIDEWALK RECTANGULAR IN SNAPE UNLESS OTHERWISE AV'ED AND WITH A MINIMUM LENGTH OF 48 INCHES. SEE ST0PLANS41 FOR SIDEWALK JG»NT REQUIREMENTS IF ALA/T OF A RECONSTRUCTED SIDEWALK ISLE9S THAN 3O INCHES FROM ANY EXISTING JOINT $UC AS AN EXPANSION JOINT (E ISOLATION JOINT AL, A CONSTRUCTION JOINT (CJ ORA WEAKENED PLANE JOINT (WJ OF A SIDEWALK OR ROVEN'ENT. THE LIMITS OF THE SIDEWALK RECONSTRUCTION SALL BE EXTENDED TO THAT JOINT

13. TRANSITION PANELS (TP} MAY BE USED TO CONNECT CONSTRUCTED /RECONSTRUCTED SIDEWALK TO EXISTING IMPROVEMENTS Ip SHALL

BE DELINEATED WITH A WEAKENED PLANE JOINT OR CONSTRUCTION JOINT THE LENGTH OF THE IP SALL BE AS FOLLOWS FOR EVERY 20% (t.A8) DIF FERENCE IN CROSS SLOPE BE TWEEN THE CONSTRUCTED SIDEWALK PANEL AND THE ADJACENT EIS TING SIDEWALK pO/IDES FEET INMUM TRANS/ION WEN THE LONGITUDINAL SLOPE O 1P IS NO ORE THAN 50% GEATER THAN THE EXISTING ESTABLISHED STREET GRADE (IE. THE

FLO LINE ROIDE S FEET AINAUN TRANSITION
WEN THE LONGITUDINAL SLOPE OF TP IS MORE HANS.0% GREATER THAN THE EXISTING ESTABLISHED STREET GRADE, AN ADDITIONAL 5FEET SHALL BE ADDED TO TE Tp #OR EVERY ADDITIONAL 25% £FERENCE BE TWEEN TIE Tp AN TE ESTABLISHE g0A.DAY GRADE (IE. FLOW LINE THE WAOIMUM IP SML Bf 1FEET tad wERE TRANSITION IS REQUIRED FOR SIDEWALK WIDTH THE AN'IMAM TADERLENGTH SALL BES FEET 16. STREET BORDER DIE N.SIOMNS SHALL BE IN ACCORDANCE WITH DIMENSIONS LISTED ON THE LATEST VERSION OF THE STANDARD PLANS470 UNLESS074E41SE App#0WED By Ng CITY ENGINEER

16. WHERE TREE #OT ARE ENCOUNTERED DURING NE SIDEWALK PLACEMENT OR RECONSTRUCTION. CONTACT TIE BUREAU O STREET SERVICES, URBAN FORESTRY DIVISION FOR INSPECTION AND PROCEED AS DIRECTED BY THE BURE ALI OF STREET SERVICES RE GARDING TREE PRESERVATION SUCH AS WITH ROOT PRUNING. CANOPY TINNING (TRIMING EXPANDING REMOVALS ORR OTHER OD/IA IONS TREE WELL O ASSOCIATED TREE/SJ MAY NEED TO BE RECONSTRUCTED PER $-4$0, PROVIDED THAT SIDEWALK AND PAR REQUIREMENTS gpgFIED HIN ARE AMT
1 ITISTHE CONTRACTORS RESPONSIBILITY TO PRESERVE ALL PUBLIC AND RVATE SURVEY AMON(JEN(S. EXISTING MONUMENT IN THE SIDEWALK CONT0ION AREA SHALL g¢ Tie-OUT@8 O CONSTRUCTION AND TEN RESET BACK INTO ORIGINAL POSITION AeRTE END OF CONSTRUCTION SEE SSPWC SECTION 400-2 FOR ADDITIONAL REQUIREMENT9 RECON TUC\ONE gOEWALKS WAY REQUIRE REMODELING ON pVATE pg0pry 1O JOIN CON3TU1ON OF NEW SIDEWALK TO pVATE #REENTS

19. WHEN FULL COMPLIANCE WITH DISABLED ACCESS REQUIREMENTS IS TECHNICALLY INFEASIBLE. REFER TO THE TECHNICAL INFEASIBILITY 0#OR ADDITIONAL INF OR4A DION

NOTES CONTINUATION
SHEET2OF STANDARD PLAN NO. S-444-1 SHEETS I ]VAULT INDEX NUMBER MET ANOTE 40 #ORR EXISTING SIDEWALK ATER,I0NS 0ENGINEERS AWAL IS REQUIRED TO EXCEED THE SLOPE REL[REMENg IN NOTE¢ THE ESTABLISHMENT OF NEW AWAYS SALL REQUIRE APPROVAL BY THE CITY ENGINEER. REFER TO CITY DESIGN GUIDELINES, PLANS AND $74NDARDIS TO DETERMINE THE APPROPRIATE LOCATIONS AND ID4IS) FOR NEW SIDEWALK CONSTRUCTION, THE PARKWAY GRADE SHALL • AN ACCESSIL ROUTE SAL BE PROVIDED TO PEDESTRIAN FACILITY ELEMENTS OR OPERABLE PT$ 1AT EXIST OR ARE TO Bf CONSTRUCTED WITHIN THE SIDEWALK [(SUCH AS BENCHES ELECTRIC VEHICLE CHARGERS ETC.

CURB FRAPS SHALL BE CONSTRUCTED DER THE LATE9T/ER9ION O STANDARD PLAN S442 AS AN ELEMENT {HE SIDEWALKS PROVIDE CURB RAP[SAT REQUIRED LOCATIONS ON NEWLY CONSTRUCTED SIDEWALKS, ORR ON THE RECONSTRUCTE DALTERED SIDEWALKS PER CURB RA go@A ORDER FOR NEW CONSTRUCTION OR RECONSTRUCTION OF SIDEWALK UNTREATED BASE ATE#AL SHALL HAVE A MINIMUM THICKNESS OF 44NH AND SALL BE INSTALLED BENEATH THE CONCRETE SIDEWALK AND OVER SUIT ABLE SUB.GRADE A4A TERRAL SUITABLE SU8GADE MA TEAL SALL BE UNI OM PE MABLE, AND COMPACTED TO 0% RELATIVE COM ACTION PER SP'WC SECTION Of TE EXISTING UBGRADE IS SUITABLE AS NOTED ABOVE AND VERIFIED SY THE INSPECTOR THE NEW SIDEWALK AND UNTREATED BASE 4ATE#ALAMAY BE PLACED ON THE UNDISTURBED SUBRADE PER BB 2002f ALL TECHNICAL SPECIFICATIONS SHOWN HE REIN INCLUDE ALLOWABLE CONSTRUCTION TOLERANCES THE FINISHED SIDEWALK SURF ACE SALL BE FREE OF ANY CHANGES INLEEL GREATER HAN A8 OF AN INCH WHEN CHECKED U9INGA FEET STRAIGHTEDGE PLACED ALONG TE FpISHED SIDEWALK SARA.CE IN ANY DIRECTION TE pA8SHALL BE A NIM WI0T4 4 FEET EXCLUDING THE SR£gr CURE TUE WELL OR TREE WELL COVE PARKWAYS AND AL OTHER ABOVE GROUND FLEE NTS WHERE THE XIS TING AMR /I0T4ISLES AN4FEET DUE TO E8SING CONSTRAINTS. A SAML Be REQUIRED AS NO1EDIN42 ABOWE NEW OR LORADED ELEMENT9 SALL NOT DUCE {HE pAR BELON4 pEET WHERE TE WIT4OF THE PAISLESS HN4FEET AN ALTERNATE ACCESSIBLE ROUTE SALL BE PROVIDED THE PEDESTRIAN AES.S ROUTE IS THE PORTION OF THE SIDEWALK (WHICH SAY INCLUDE THE PUBLIC WORKS RESTRICTED LISE AREA THAT pOVIDES AN UNOBSTRUCTED CONTINUOUS. CLEAR AND ACCESSIBLE ROUTE FOR USE BY pEDESTRANS «E AR SHALL BE FREE O# ALL A80VE-GROUND ELEMENTS $UC AS BUT NOT LIMITED TO, STREET FURNITURE PLANTERS. BIKE RACKS SIGNE AND ML OTHER ELEMENTS THE BAR SHOULD BE LOCATED CLOSEST TO THE pOpRTVLINE BUT A4A,VIEANDE TROUGH ELEWENT9LOCATED TAN TE SIDEWALK ALL we SALL BE CONg TRITED IN ACCORDANCE T4 THE LA,TEST STANDARD SPEC1A IONS FOR PUBLIC WORKS CONST TIN ($9PWC ADOPTED BY HE BOARD O¥ PUBLIC WORKS AS MODIFIED BY THE CORRESPONDING ISSUE OF THE CITY O LOS ANGELES DEPARTMENT OF PUBLIC WORKS BRIN BOON ABB AND FEDERAL AND STATE DISABLED ACCESS REGULATION AND STANDARDS. WHERE APPLICABLE STANDARDS CONFLICT THE MOST RESTRICTIVE {ACCESSIBLE) CONDITION SALL BE PROVIDED WHEN CONSTRUCTING NEW SIDEWALK ON UNIMPROVED STREET BORDER AN INTEGRAL CURB AND GUTTER PER STANDARD PLAN $410 SALL BE CONSTRUCTED AND THE STREET GUTTER (FLOWLINE) GRADE IS TO BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION TEMPORARY CONSTRUCTION EASEMENT OR FIGHT OF ENTRY {PERMIT TO ENTER AND CONSTRUCT SHAMI BE OBTAINED IF NECESSARY FROM AFFECTED ROPEY OWNERS PFORR TO THE CONSTRUCTION OF SIDEWALK OR RETAINING CURB'WALL ALONG THE PROPERTY LINE CONCRETE SIDEWALK SALL AVE A ANINA THICKNESS ( OF 4 INCHES UNLESS OTHERWISE REQUIRED BY THE CITY ENGINEER AND THE SIDEWALK WI0T SHALL BE 8 INCHES MIN#UM WEN EXISTING CONDITION DO NOT ALLOW FOR A 60 INCH SIDEWALK WIDTH IT WAY BE REDUCED TO 48 INCHES WHERE APPROVED BY THE CITY ENGINEER 1 WHEN THE SIDEWALK, WIDTH ISLES THAN 6 INCHES, A MINIMUM OF FEET BY6FEET CLEAR AND UNOBSTRUCTED PASSING SPACE SHALL BE PROVIDED AT [ER/ALS OF NO GREATER TAN 2O FEET ALONG THE SIDEWALK pA,3.9ING SPACE GRADE SHALL N EXCEED20%4148 IN ANY DIRECTION a WHEN,BECALISE OF EXISTING PHYSICAL CONSTRAINTS SUH AS $FICANT NATURAL FEATURES, DOCUMENTED HISTORIC FEATURES UNDERLYING TERRAIN, UNDERGROUND STRUCTURES, ADJACENT DEVELOPED FACILITIES DRAINAGE OR OTHER SIGNIFICANT EXISTING CONDITIONS IT IS DETERMINED THAT FULL COM'LANCE WITH THE 48INCH SID WAL WIDHIS TECHNICALLY INEAOE, THE CONSTRUCTED OR RECONSTRUCTED SIDEWALK WIDTH SHALL BE AS WIDE AS OS.SIBLE BUT LAY BE BETWEEN 3G INCHES AND 48 INCE$AS DOCUMENTED VIA HE TECHNICAL INFEASIBILITY #RM (Ty AN 90GESS THE ADDITION ORR UPGRADE OF ELEMENTS SHALL NOT REDUCE THE SIDEWALK WIDTH BELOW A INCHES. TIF SHALL BE AS DEFINED IN SPECIAL ORDER 00222ORTS APRONED UPDATES EVERY E#ORT SALL BE MADE TO PLACE SERR'VIE VAULTS AND BOXES OUTSIDE THE PEDESTRIAN ACCESS ROUTE (PAE' SERR'VIE VAULTS AND8RESTO BE PLACED WITHIN THE UBL ICWORKS RESTRICTED USE AREA RESERVED BY THE DEPARTMENT OF PUBLIC WORKS, DEFINED AS THE FIRST FOUR (FEET OF STREET BORDER STARTING ROAM THE FACE OF THE CURB WILL REQUIRE APPROVAL AND A REVOCABLE [FR PET9ER LAA62 03A e. THE CROSS SLOPE OF THE SIDEWALK SALL BE BETWEEN 054%, AN20%41.48 AND UST DAN TOWARDS HE STREET FLOW LINE THE LONGITUDINAL (RUNNING SLOPE OF THE SIDEWALK SHML NOT EXCEED 5.0% (1.20 WERE THE ESTABLISHED GRADE (I.E. SLOPE) OF THE ADJACENT STREET FLOW LINE BE TWEEN GRADE BREAKS EXCEEDS 5.0%. THE SLOPE OF THE SIDEWALK SALL NOT EXCEED THE SLOPE O# HE LOW LINE SIDEWALK SURFACES WITH LONGITUDINAM SLOE OF 6.0% 0RLESS SAM BE GIVEN A FINE HAR-BOOM FINISH APPLIED TRANSVERSELY TO TE PEDESTRIAN TRAVEL SIDEWALK SURA.ES TH A LONGITUDINAL SLOE GRAE TAN 6.0% SALL BE FINISHED BY HAND TA w0oo FLOAT ANO SAML Bf GIVEN A ROTARY SURACE TEXTURE PER SSPWC SEC1ION 03$$.3 AS 400/IE0 B¥ TE CITY BOWN BOOK AMENDMENT OPENINGS GREATER THAN INCH SHALL NOT BE PERMITTED WITHIN THE SIDEWALK. CHANGES IN SURFACE LEVEL BETWEEN AND % INCH SALL BE BEVELED AT NO MORRE THAN 50% (12.UPLIFTS GREATER THAN A INCH ARE NT PERMITTED WITHIN THE SIDEWALK (1 0pENNG COVERS GRATES OR METAL DOORS SHALL NOT BE INSTALLED THE SIDEWALK(NLE99 OTHERWISE App/ED pg9LAM 8EC1ION 56.09
NOTES:

STANDARD PLAN NO. S-444-1
STANDARD STREET BORDER PER 470 ' (SEE NOTE 15) '
-
4FT{SEE NOTE 4b ! PUB! IC WORKS RESTRICTED USE ARR A 0
940e\WANK WIDTH {=
(SEE NOTE 4 i
EDES TIAN ACCESS ROUTE [PARR
I
(SEE NOTES 5 Ii
5 •=•
i
tr ammo+mg7wsore r EDGES. TY ' t
.EI t . . ,.
see vorez t /
I cooere SU9GAAOE < U"1REATEDJ . I ! $0/WA4K BA.SE AAATERA.L wrrGr curs 82 [SEE NOTES7,8.128 10 •
&Gu+HER 68
5 FULL WIDTH SIDEWALK

NOT TO SCALE
$4NARD STREET BORDER PERS47 E
SEE NOTE 15 ; 4FT (SEE NOTE 4b, SIDEWALK WIDTH QM pA
uBu w0#KS RESTRICTED
I
(SEE NOTES485 dz , R° USE AREA i % ,. ' PARAY
r.
it SE£ 00'1! tO)
I
0gAT i a 6 e00ES ,. rv 0pro20%(14840Mu Sore ;4 at (SEEN0Te4cl FL
SOWANE
m.EH� I?
(SEE NOTE 2 %,%00, dr / I ,, ' I I coceTE I 940e WANK l NroRAL cue 2 $0GRADE &UNTREATED BA.SE ATE#LAL
&Gu+ER !' (SEE NOTES7,8,128 16

SIDEWALK AND PARKWAY ABBREVIATIONS

NOT TO SCALE
' lKNESS %$ f RAD4IS " F8ET
As REVISED

BUREAU OF ENGINEERING DEPARTMENT OF PUBLIC WORKS CITY OF LOS ANGELES SIDEWALKS STANDARD PLAN S-444-1
PREPARED SUBMITTED APPROVED a; SUPERSEDE S REFERENCE.g 008pee %es.. 8.47% Si RAU64ENNO '0 f CHECKED i/%e» 4 Loe4 Ek $4 le0DE9 8.45 44449000%%.04,8 E $ $4 A7OTWO ..'{ts4 %d. 0i4.A.£ 1220e2024 we VAULT INDEX NUMBER $4812 Jr77TT BITE 0 ,'

08.70/Y44/4# Cry£NG.gee SHEET1OF 3SHEETS
12 STANDARD SIDEWALK SECTION COLA N.T.S
7517

ENGINEERING DIVISION
ORWG
1 1 SHEETS NO. DEPARTMENT CITY OF BEYERL Y HILLS, CALIFORNIA WORKS oso 2222 SHEET NO. 6 OF

BEVERLY HILLS PEDESTRIAN CROSSING
APP+Ro\wfL A Tb Suk4IT TED A Te

PUBLIC DATE REVISION

SCALES AS SHOWN
F B. NO. PAGE TO DESIGNED LM DATE 03/21/2025 RAwN BM/MO DATE 03/21/2025 CHECKED TG DATE 03/21/2025

DIAL TOLL FREE
811

AT LEAST TWO DAYS
BEFORE YOU DIG . ' I e, " { , t' l
345 FOOTHILL RD
BEVERLY HILLS, CALIFORNIA 90210
310 285-2514 FAX 310.278-1338 www.beverlyhills.org

PUBLIC WORKS DEPARTMENT

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
DI
N.T.S
]vu wDex NBER B-4806 ] seer 4 or 4 seers
FOR JOINT LAYOUT PURPOSES, A SINGLE CAST CONCRETE SIDEWALK IS DEFINED HEREON AS A PLAIN CONCRETE SLAB WITH A UNIFORM THICKNESS, INDEPENDENTLY CAST IN ONE POUR IN ANY SHAPE OR FORM WITH A MINIMUM OVERALL LENGTH OR WIDTH OF 48 INCHES AND BOUND ALL ROUND BY CONSTRUCTION JOINTS. FREE EDGES AND/ OR EXPANSION JOINTS A. WEAKENED PLANE JOINTS (WJ) SHALL BE PLACED WITHIN EACH

RE-ENTRANT CORNERS AT CONSTRUCTIONS, EXPANSION AND ISOLATION JOINTS, C. JOINTS IN SIDEWALK SHALL ALIGN WITH CORRESPONDING JOINTS IN

CURB AND GUTTER
D. UNLESS WAIVED BY THE CITY ENGINEER, JOINT LAYOUT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.

MCR MIDDLE OF CURB RADIUS

TRANSVERSE
w4ervy
PLAN "D"

VAULT INDEX NUMBER
' ; ' i ----- t=: .. __:=:: :,,J, _ -c)-JL .. 1 .. - - _ J_ ' PLAN "C"
SIDEWALK WIDT (EXCLUDING ST£ET Cu w10 «1FT
3 4MN MN
w] w sP, <ts.n
4Jill' l
2 $-431-0

TREE WELL
2 ' -- : . i _;_ _ CATCH BASIN DE CK O#RE WELL

Norr0SCALE

STANDARD PLAN
$-431-0
0IYOr LOS ANGELES
SHEET 1 OF 4 SMET$
8-4806
c-coesrucno oNT
wt CO«CRIS PLACED

AGANS DEN(D CONORTE
0# CORTE AT AS6Gu
0Se
•
wwtAre0Put or
#riv0t0TWA ON
0NT#RN Hf$.04w.

DEPARTMENT OF PUBLIC WORKS
PLAN "B"
•
Po rvsew pt_AN "A"
(9.OE WANK «1FT)

TVPICAL SIDEWALK JOINTS
(SID WAK WIDTH DOES NOT INCLUDE TE STREET Cu8
l

JOINTS IN CONCRETE SIDEWALKS

13. TRANSITION PANELS (TP} MAY BE USED TO CONNECT CONSTRUCTED /RECONSTRUCTED SIDEWALK TO EXISTING IMPROVEMENTS Ip SHALL

19. WHEN FULL COMPLIANCE WITH DISABLED ACCESS REQUIREMENTS IS TECHNICALLY INFEASIBLE. REFER TO THE TECHNICAL INFEASIBILITY 0#OR ADDITIONAL INF OR4A DION

SIDEWALK AND PARKWAY ABBREVIATIONS

NOT TO SCALE
' lKNESS %$ f RAD4IS " F8ET
As REVISED

08.70/Y44/4# Cry£NG.gee SHEET1OF 3SHEETS
12 STANDARD SIDEWALK SECTION COLA N.T.S
7517

ENGINEERING DIVISION
ORWG
1 1 SHEETS NO. DEPARTMENT CITY OF BEYERL Y HILLS, CALIFORNIA WORKS oso 2222 SHEET NO. 6 OF

BEVERLY HILLS PEDESTRIAN CROSSING
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PUBLIC DATE REVISION

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DIAL TOLL FREE
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AT LEAST TWO DAYS
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345 FOOTHILL RD
BEVERLY HILLS, CALIFORNIA 90210
310 285-2514 FAX 310.278-1338 www.beverlyhills.org

PUBLIC WORKS DEPARTMENT

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
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C LOCATION SIGNAL LUM
B MAST ARM LUMINAIRE LED ALL EQUIPMENT IS NEW. * BIKE PUSH BUTTON NOTES 2 1-A 2* 2 10'
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BCR POLE LOCATION -E
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C PUSH BUTTON LOCATION
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E SENE PHASE DIAGRAM Ø1Ø5 Ø2 Ø3 Ø6 Ø7 Ø4Ø8 PED SIGNAL MOUNTING SEE PLAN SEE PLAN 18-4-100 - -
-- -
- 19-4-100 30' 25' 160W - SP-1-T
123
4 TRAFFIC SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY):567 FURNISH AND INSTALL NEW VEHICLE HEAD WITH 2" REFLECTIVE YELLOW BORDER AND MOUNTING PER PROJECT SPECIFICATIONS. (SEE POLE SCHEDULE) FURNISH AND INSTALL POLARA APS WAVE PUSH BUTTON AND ASSEMBLY WITH R10-3J SIGN PER CALTRANS STANDARD PLAN NO. ES-5C. FURNISH AND INSTALL NEW LED COUNTDOWN PEDESTRIAN SIGNAL HEAD AND MOUNTING PER PROJECT SPECIFICATIONS. (SEE POLE SCHEDULE) FURNISH AND INSTALL TYPE 18-4-100 POLE PER CALTRANS STANDARD PLAN NO. ES-7F. FURNISH AND INSTALL TYPE 1-A POST PER CALTRANS STANDARD PLAN NO. ES-7B. FURNISH AND INSTALL NEW #6 PULL BOX UNLESS OTHERWISE NOTED ON PLAN. PULL BOX COVER SHALL BE INSCRIBED "TRAFFIC SIGNAL". PER CITY OF BEVERLY HILLS STANDARD PLAN NO. BH 404 FURNISH AND INSTALL 3" SCHEDULE 80 GRC CONDUIT PER CONDUCTOR SCHEDULE. FURNISH AND INSTALL 2-3" SCHEDULE 80 GRC CONDUIT PER CONDUCTOR SCHEDULE. FURNISH AND INSTALL 332L CABINET PER CALTRANS STANDARD PLAN NO. ES-3C. FURNISH AND INSTALL Q-FREE 2070LX CONTROLLER OR APPROVED EQUAL. CONTRACTOR SHALL FURNISH AND INSTALL ALL APPUTERNANCES TO PROVIDE INTENDED OPERATION. REMOVE EXISTING PARKING METER POLE AND FOUNDATION PER PROJECT SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH CITY FOR REMOVAL OF EXISTING PARKING METER HEAD. FURNISH AND INSTALL BLANK OUT SIGN PER SIGN LEGEND. CONTRACTOR TO CONNECT SIGNAL CABLE WITH SIGNAL MODULE ON TERMINAL BLOCK IN TRAFFIC SIGNAL CABINET. PROGRAM EXISTING TRAFFIC SIGNAL CONTROLLER TO ENSURE INTENDED FUNCTIONALITY, CONFIGURE AND TEST BLANK OUT SIGN. FURNISH AND INSTALL TYPE III-BF SERVICE CABINET PER CALTRANS STANDARD PLAN NO. ES-2E. CONTRACTOR SHALL FURNISH AND INSTALL ALL APPURTENACES TO PROVIDE THE INTEDED OPERATION. FURNISH AND INSTALL POLARA ICCU-C (CARD RACK MOUNTING SYSTEM) IN CONTROLLER CABINET. CONTRACTOR SHALL COMPLETE ALL CONNECTIONS FOR A FULLY FUNCTIONAL PEDESTRIAN DETECTION SYSTEM. FURNISH AND INSTALL 3" PVC CONDUIT FOR SCE SERVICE POINT CONNECTION. REFER TO SCE SERVICE DWG. 1863953_0.01 FOR DETAILS. COORDINATE WITH CITY INSPECTOR SEVEN (7) WORKING DAYS PRIOR TO SIGNAL INSTALLATION. FURNISH AND INSTALL 3" PVC CONDUIT RISER FOR SCE SERVICE POINT CONNECTION. REFER TO SCE SERVICE DWG. 1863953_0.01 FOR DETAILS. COORDINATE WITH CITY INSPECTOR SEVEN (7) WORKING DAYS PRIOR TO SIGNAL INSTALLATION. FURNISH AND INSTALL NEW #5 PULL BOX. REFER TO SCE SERVICE DWG. 1863953_0.01 FOR DETAILS.

FURNISH AND INSTALL ETHERNET SWITCH AND POWER SUPPLY, INCLUDING SFP UNITS PER PROJECT SPECIFICATIONS. FURNISH AND INSTALL CORNING FIBER DISTRIBUTION UNIT. FURNISH AND INSTALL POLARA WAVE PUSH BUTTON ASSEMBLY PER CALTRANS STANDARD PLAN NO. ES-5C. FURNISH AND INSTALL MODIFIED R10-3J SIGN PER CAMUTCD SECTION 2B.52. INSTALL PULL BOX IN EXISTING CONDUIT RUN. INSTALL CONDUIT INTO EXISTING PULL BOX. 8SIGNING AND STRIPING NOTES (THIS SHEET ONLY):9 INSTALL 6" WHITE APPROACH/DEPARTURE STRIPING. INSTALL CONTINENTAL CROSSWALK PER DETAIL "A" SEE DETAIL SHEET. INSTALL PARKING STALL MARKING PER DETAIL "D" SEE DETAIL SHEET. INSTALL 12" WHITE LIMIT LINE PAINT RED CURB. FURNISH AND INSTALL SIGN PER CALTRANS STANDARD. RELOCATE EXISTING SIGN AND POST. INSTALL GREEN PREFORMED THERMOPLASTIC PAVEMENT MARKING PER DETAIL "B" SEE DETAIL SHEET. INSTALL GREEN (RGB: 137,255,0) CYCLEGRIP MMA OR APPROVED EQUIVALENT CONTINENTAL CROSSWALK PER DETAIL "C" SEE DETAIL SHEET. INSTALL SIGN AND POST PER CALTRANS STANDARD. REMOVE EXISTING STRIPING AND/OR PAVEMENT MARKING. 1 2
3 4
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6 W11-15, W16-7P SIGN LEGEND W11-15 LEGEND: = EXISTING RED CURB. = EXISTING STRIPING TO REMAIN. = PROPOSED RED CURB. = PROPOSED STRIPING AND MARKINGS. = EXISTING STRIPING AND MARKINGS TO BE REMOVED. GREGORY WAY ROBERTSON BOULEVARD EX. 3" C. FOR FUTURE USE 10'
6 7
7 R R9-5 54' break CONDUCTOR SCHEDULE CIRCUIT 1 2
3 SERVICE CONDUIT SIZES 24 SMFO CONDUIT FILL 14%
- INSTALL NEW CONDUCTORS AND CONDUITS. A NEW 3, 5 OR 9 CONDUCTOR CABLE SHALL BE PULLED TO POLE & MAST ARM, AS REQUIRED. ALL NEW CONDUIT SHALL BE GALVANIZED RIGID STEEL. EXCEPT FOR EDISON CONDUIT RUN, 3" PVC SCHEDULE 80 SHALL BE INSTALLED. 3" 3" 11.8% 14% 1 1 1
2 - #6
4 1
12-3" 17.8%
4 4
4 STATE CABLE AWG 28 CSC
1 3
2 BC
2 9 W11-15, W16-7P 16 1415 10 R9-3(2), R9-3Pb(2) 10 R9-3(2), R9-3Pb(2) EX. 3" C. 1 2 BC CB
1 100' FROM
L.L. 10 W11-15, W16-9P
100' FROM
L.L. 10 W11-15, W16-9P EX. 3" C. 1 EX. 3" C. FOR FUTURE USEEX. 3" C. 1 1 EX. 3" C.
4 13141516BCCB10 COMMUNICATION NOTES (THIS SHEET ONLY): FURNISH AND INSTALL NEW 1-24 STRAND SMFO CABLE IN NEW/EXISTING CONDUIT. FURNISH AND INSTALL #6E PULL BOX. PULL BOX COVER SHALL BE INSCRIBED "FIBER OPTICS". FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT WITH TRACER WIRE TERMINATE 1-24 STRAND SMFO PER COMMUNICATION DIAGRAM, SHEET 10. COORDINATE WITH CITY INSPECTOR SEVEN (7) WORKING DAYS PRIOR TO FIBER TERMINATING WORK. 1 2
3 4 W16-7P W11-15 W16-9P R9-3 R9-3bP
5 1
- 3" 9.6% 3"
- R10-3J DETAIL "A" SCALE 1"=5'
4 1 3 SEE DETAIL "A"
5 116
5 7

D R/W R/WR/W R/W R/W
6 - 3" 5.9%
-
-4
D 1-A 10' - - - - - - - - SEE PLAN 2.5'

CITY OF LOS ANGELES

CITY OF BEVERLY HILLS CITY OF BEVERLY HILLS CITY OF LOS ANGELES 3 1718 R9-5 6 R/C 13 17 #6E R3-1 ABO R10-3J (MOD) 19
R
3 15' FURNISH AND INSTALL TYPE 19-4-100 POLE PER CALTRANS STANDARD PLAN NO. ES-7F. 20 2-MAS 2-MAS GREGORY WAY 7 - 3" 5.9%
-4
7 7
6 III-CF ES-2F.WITH MYERS MEUG24-D-M100/M100. TO PROVIDE THE INTENDED OPERATION. FURNISH AND INSTALL TYPE III-CF SERVICE CABINET PER CALTRANS STANDARD PLAN NO. ES-2F WITH MYERS MEUG24-D-M100/M100. CONTRACTOR SHALL FURNISH AND INSTALL ALL APPURTENANCES TO PROVIDE THE INTENDED OPERATION. NOTE: 24"x24" PER CAMUTCD & SHS 1 INSTALL PULL BOX IN EXISTING CONDUIT RUN. INSTALL CONDUIT INTO EXISTING PULL BOX. BCCB FURNISH AND INSTALL POLARA ICCU-C (CARD RACK MOUNTING SYSTEM) IN CONTROLLER CABINET. CONTRACTOR SHALL COMPLETE ALL CONNECTIONS FOR A FULLY FUNCTIONAL PEDESTRIAN DETECTION SYSTEM. FURNISH AND INSTALL 3" PVC CONDUIT FOR SCE SERVICE POINT CONNECTION. REFER TO SCE SERVICE DWG. 1863953_0.01 FOR DETAILS. COORDINATE WITH CITY INSPECTOR SEVEN (7) WORKING DAYS PRIOR TO SIGNAL INSTALLATION. FURNISH AND INSTALL 3" PVC CONDUIT RISER FOR SCE SERVICE POINT CONNECTION. REFER TO SCE SERVICE DWG. 1863953_0.01 FOR DETAILS. COORDINATE WITH CITY INSPECTOR SEVEN (7) WORKING DAYS PRIOR TO SIGNAL INSTALLATION. FURNISH AND INSTALL NEW #5 PULL BOX. REFER TO SCE SERVICE DWG. 1863953_0.01 FOR DETAILS. FURNISH AND INSTALL ETHERNET SWITCH AND POWER SUPPLY, INCLUDING SFP UNITS PER PROJECT SPECIFICATIONS. FURNISH AND INSTALL CORNING FIBER DISTRIBUTION UNIT. FURNISH AND INSTALL POLARA WAVE PUSH BUTTON ASSEMBLY PER CALTRANS STANDARD PLAN NO. ES-5C. FURNISH AND INSTALL MODIFIED R10-3J SIGN PER CAMUTCD SECTION 2B.52. 13141516171819 GREGORY WA INCLUDE THE FOLLOWING BREAKERS: (2) 100A-240V-2P CB MAIN BREAKER 30A - 240V-2P CB SAFETY LIGHTING 50A-120V-1P CB SIGNAL 1 -
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ABC
D
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C LOCATION SIGNAL LUM
B MAST ARM LUMINAIRE LED ALL EQUIPMENT IS NEW. NOTES
-
-
4 2 POST 4'
4 E SEE PLAN 9.3' 17' - SP-1-T 4.6'E 8.9' 3.9' 30' CONDUCTOR SCHEDULE CIRCUIT 1 2 3 SERVICE CONDUIT SIZES 24 SMFO CONDUIT FILL 17.8%
- 12-3" INSTALL NEW CONDUCTORS AND CONDUITS. A NEW 3, 5 OR 9 CONDUCTOR CABLE SHALL BE PULLED TO POLE & MAST ARM, AS REQUIRED. ALL NEW CONDUIT SHALL BE GALVANIZED RIGID STEEL. EXCEPT FOR EDISON CONDUIT RUN, 3" PVC SCHEDULE 80 SHALL BE INSTALLED. 3" 3" 11.8% 11.8% 1 1 1
2 A
B
D
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- SEE PLAN SEE PLAN SEE PLAN 18-4-100 -
-
-- -
- 18-4-100 17' 30' - - - SP-1-T 2 POST 4' -
123
4 TRAFFIC SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY):567 FURNISH AND INSTALL NEW VEHICLE HEAD WITH 2" REFLECTIVE YELLOW BORDER AND MOUNTING PER PROJECT SPECIFICATIONS. (SEE POLE SCHEDULE) FURNISH AND INSTALL POLARA WAVE APS PUSH BUTTON AND ASSEMBLY WITH R10-3J SIGN PER CALTRANS STANDARD PLAN NO. ES-5C. FURNISH AND INSTALL NEW LED COUNTDOWN PEDESTRIAN SIGNAL HEAD AND MOUNTING PER PROJECT SPECIFICATIONS. (SEE POLE SCHEDULE) FURNISH AND INSTALL TYPE 18-4-100 POLE PER CALTRANS STANDARD PLAN NO. ES-7F. FURNISH AND INSTALL TYPE 2 POST PER CALTRANS STANDARD PLAN NO. ES-7A. FURNISH AND INSTALL NEW #6 PULL BOX UNLESS OTHERWISE NOTED ON PLAN. PULL BOX COVER SHALL BE INSCRIBED "TRAFFIC SIGNAL". PER CITY OF BEVERLY HILLS STANDARD PLAN NO. BH 404 FURNISH AND INSTALL 3" GRC CONDUIT PER CONDUCTOR SCHEDULE. FURNISH AND INSTALL 2-3" GRC CONDUIT PER CONDUCTOR SCHEDULE. FURNISH AND INSTALL 332L CABINET PER CALTRANS STANDARD PLAN NO. ES-3C. FURNISH AND INSTALL Q-FREE 2070 LX CONTROLLER OR APPROVED EQUAL. CONTRACTOR SHALL FURNISH AND INSTALL ALL APPUTERNANCES TO PROVIDE INTENDED OPERTATION. REMOVE EXISTING PARKING METER POLE AND FOUNDATION PER PROJECT SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH CITY FOR REMOVAL OF EXSITING PARKING METER HEAD. FURNISH AND INSTALL CORNING FIBER DISTRIBUTION UNIT. FURNISH AND INSTALL TYPE III-BF SERVICE CABINET PER CALTRANS STANDARD PLAN NO. ES-2E. CONTRACTOR SHALL FURNISH AND INSTALL ALL APPURTENACES TO PROVIDE THE INTEDED OPERATION. FURNISH AND INSTALL POLARA ICCU-C (CARD RACK MOUNTING SYSTEM) IN CONTROLLER CABINET. CONTRACTOR SHALL COMPLETE ALL CONNECTIONS FOR A FULLY FUNCTIONAL PEDESTRIAN DETECTION SYSTEM. FURNISH AND INSTALL 3" PVC CONDUIT FOR SCE SERVICE POINT CONNECTION. REFER TO SCE SERVICE DWG. 1863954_0.01 FOR DETAILS. COORDINATE WITH CITY INSPECTOR SEVEN (7) WORKING DAYS PRIOR TO SIGNAL INSTALLATION. FURNISH AND INSTALL 3" PVC CONDUIT RISER FOR SCE SERVICE POINT CONNECTION. REFER TO SCE SERVICE DWG. 1863954_0.01 FOR DETAILS. COORDINATE WITH CITY INSPECTOR SEVEN (7) WORKING DAYS PRIOR TO SIGNAL INSTALLATION. FURNISH AND INSTALL NEW #5 PULL BOX. REFER TO SCE SERVICE DWG. 1863954_0.01 FOR DETAILS.

FURNISH AND INSTALL ETHERNET SWITCH AND POWER SUPPLY, INCLUDING SFP UNITS PER PROJECT SPECIFICATIONS. INSTALL PULL BOX IN EXISTING CONDUIT RUN. INSTALL CONDUIT INTO EXISTING PULL BOX. 8 OLYMPIC BOULEVARD 2-MAS 2-MAS
--
-- SIGNING AND STRIPING NOTES (THIS SHEET ONLY): Ø2Ø2 Ø2Ø2 Ø4P Ø4P 1 2
3 7
7 9
8 9
6 2
5 6
4 6
5 2 INSTALL 8" WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN NO. A20D, DETAIL 38A. INSTALL WHITE PAVEMENT MARKING AS SHOWN ON PLAN. INSTALL 6" WHITE APPROACH/DEPARTURE STRIPING. INSTALL CONTINENTAL CROSSWALK PER DETAIL "A" SEE DETAIL SHEET. INSTALL DOUBLE YELLOW LINE PER CALTRANS STD. PLAN NO. A20A, DETAIL 21. INSTALL 12" WHITE LIMIT LINE. PAINT RED CURB. FURNISH AND INSTALL SIGN PER CALTRANS STANDARD. INSTALL PARKING STALL MARKING PER DETAIL "D" SEE DETAIL SHEET. REMOVE EXISTING STRIPING AND/OR PAVEMENT MARKING. 5 1
23 4
5 6
7 8
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2 1 R
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2 2
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7 7
7 7 1011

R R/C R/C R/C R/C TYPE IV (L) TYPE IV (L)
R 10 10 10 10
3 TYPE IV (L) TYPE IV (L)
10' 10' 10' 10' 10' 10' 10'
10' 10' 10' 10' 10' 10' 10' 10 10' 35' 28' 33' 30' 30' 50' 50' 126' 43' 32' 35' 50' 50' 100'

WETHERLY DRIVE

ALMONT DRIVE SIGN LEGEND
11 R
R
R r/c r/c r/c r/c r/c r/c r/c r/c r/c
- LEGEND: = EXISTING RED CURB. = EXISTING STRIPING TO REMAIN. = PROPOSED RED CURB. = PROPOSED STRIPING AND MARKINGS. = EXISTING STRIPING AND MARKINGS TO BE REMOVED. 4 7 #6
4 -
- 3" 4.4%
2 4
4 .80' TO CENTER 2.35' OF POLE A .83' 7.5' 12 12 STATE CABLE AWG 28 CSC 8 W11-2, W16-9P
8 W11-2, W16-9P
5 36' 204' break 1314151617 COMMUNICATION NOTES (THIS SHEET ONLY): FURNISH AND INSTALL NEW 1-24 STRAND SMFO CABLE IN NEW/EXISTING CONDUIT. FURNISH AND INSTALL #6E PULL BOX. PULL BOX COVER SHALL BE INSCRIBED "FIBER OPTICS". FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT WITH TRACER WIRE. TERMINATE 1-24 STRAND SMFO PER COMMUNICATION DIAGRAM, SHEET 11. COORDINATE WITH CITY INSPECTOR SEVEN (7) WORKING DAYS PRIOR TO FIBER TERMINATING WORK. 1 23

DOHENY DRIVE
1 EX. 3" C. 1 EX. 3" C. 1614
1 3
2 14 15 16 11 13 17
4 #6E
1 3 SEE DETAIL "A" DETAIL "A" SCALE 1"=5' CB
4 4 R/W R/W R/W R/W R/WR/W R/W R/W W11-2 W16-7P W11-2 W16-9P R10-3J 14 8 W11-2, W16-7P
8 W11-2, W16-7P 10 10
9 9 9 BCCB
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6 6
7 4
4 7 III-CFB ES-2F. INTENDED
123
4567 FURNISH AND INSTALL NEW VEHICLE HEAD WITH 2" REFLECTIVE YELLOW BORDER AND MOUNTING PER PROJECT SPECIFICATIONS. (SEE POLE SCHEDULE) FURNISH AND INSTALL POLARA WAVE APS PUSH BUTTON AND ASSEMBLY WITH R10-3J SIGN PER CALTRANS STANDARD PLAN NO. ES-5C. FURNISH AND INSTALL NEW LED COUNTDOWN PEDESTRIAN SIGNAL HEAD AND MOUNTING PER PROJECT SPECIFICATIONS. (SEE POLE SCHEDULE) FURNISH AND INSTALL TYPE 18-4-100 POLE PER CALTRANS STANDARD PLAN NO. ES-7F. FURNISH AND INSTALL TYPE 2 POST PER CALTRANS STANDARD PLAN NO. ES-7A. FURNISH AND INSTALL NEW #6 PULL BOX UNLESS OTHERWISE NOTED ON PLAN. PULL BOX COVER SHALL BE INSCRIBED "TRAFFIC SIGNAL". PER CITY OF BEVERLY HILLS STANDARD PLAN NO. BH 404 FURNISH AND INSTALL 3" GRC CONDUIT PER CONDUCTOR SCHEDULE. FURNISH AND INSTALL 2-3" GRC CONDUIT PER CONDUCTOR SCHEDULE. FURNISH AND INSTALL 332L CABINET PER CALTRANS STANDARD PLAN NO. ES-3C. FURNISH AND INSTALL Q-FREE 2070 LX CONTROLLER OR APPROVED EQUAL. CONTRACTOR SHALL FURNISH AND INSTALL ALL APPUTERNANCES TO PROVIDE INTENDED OPERTATION. REMOVE EXISTING PARKING METER POLE AND FOUNDATION PER PROJECT SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH CITY FOR REMOVAL OF EXSITING PARKING METER HEAD. FURNISH AND INSTALL CORNING FIBER DISTRIBUTION UNIT. FURNISH AND INSTALL TYPE III-BF SERVICE CABINET PER CALTRANS STANDARD PLAN NO. ES-2E. CONTRACTOR SHALL FURNISH AND INSTALL ALL APPURTENACES TO PROVIDE THE INTEDED OPERATION.89101112 III-CFB ES-2F. INTENDED TRAFFIC SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY): INCLUDE THE FOLLOWING BREAKERS: 100A-240V-2P CB MAIN BREAKER 50A-120V-1P CB SIGNAL 1 4 6 A 6
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DETAIL A CONTINENTAL CROSSWALK NTS DETAIL B CITY OF BEVERLY HILLS BIKE MARKING NTS LT GREEN PMS 361C LT GREEN PMS 361C WHITE DETAIL C CITY OF BEVERLY HILLS BIKE MARKING NTS 6" WIDE WHITE STRIPING ALIGNED WITH CROSSWALK BARS GREEN (LT GREEN PMS 361C) BIKE LANE PAINT ALIGNED WITH CROSSWALK BARS CONTINENTAL CROSSWALK PER DETAIL "A" DETAIL D END STALL TREATMENT NTS GREEN PREFORMED THERMOPLASTIC GREEN PREFORMED THERMOPLASTIC CYCLEGRIP MMA OR APPROVED EQUIVALENT co t ,. SEE PLAN - , co C\J L t l e t i z 0o t cN I

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7517

DETAIL SHEET
CITY OF BEVERLY HILLS, CALIFORNIA ______________ .DA -------tl _______________ ,DA�-------tl

PUBLIC WORKS DEPARTMENT
TO

REVISION
PAGE

SCALES AS SHOWN
DATE
DESIGNED SL ore 04/21/2025
RA o»me 04/21/2025 SUBMITTED D#A wN
CHECKED AZ o»me 04/24/2025

APPROVED
JOB NO. 2222 DRWG. SHEET NO. 9 OF 11 SHEETS NO.

F.B. NO.

DATE

PUBLIC WORKS DEPARTMENT
345 FOOTHILL RD
BEVERLY HILLS, CALIFORNIA 90210
310 285-2514 FAK 310.278-1338 www.beverlyhills.org
07/02/2025
DATE
2401 East Katella Avenue, Suite 425
Anaheim, CA 92806
(765) 284-2620 DKS www.dksassociates.com
aorESs/6,
8" ' e £ %
¢ AIHU
Cr 88557 3
€xo. 03-31-26
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OF cALEG

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811

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BEFORE YOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
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ENGINEERING DIVISION
7517

DETAIL SHEET
CITY OF BEVERLY HILLS, CALIFORNIA ______________ .DA -------tl _______________ ,DA�-------tl

PUBLIC WORKS DEPARTMENT
TO

REVISION
PAGE

SCALES AS SHOWN
DATE
DESIGNED SL ore 04/21/2025
RA o»me 04/21/2025 SUBMITTED D#A wN
CHECKED AZ o»me 04/24/2025

APPROVED
JOB NO. 2222 DRWG. SHEET NO. 9 OF 11 SHEETS NO.

F.B. NO.

DATE

DIAL TOLL FREE
811

AT LEAST TWO DAYS

BEFORE YOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
(2) 12 STRAND FIBER PATCH PANEL BLUE TUBE

FIBER PATCH PANEL FIBER PATCH PANEL ORANGE TUBE
Proposed 332L Cabinet
Robertson Boulevard at Gregory Way (South)
Ex. Cabinet
Robertson Boulevard at Gregory Way (North)
Proposed Pull Box(s) Existing Pull Box(s)
CITY OF BEVERLY HILLS, CALIFORNIA ---------------------------------� r---------------------------------, I I
i I I I I I I I I I I I L
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FIBER STRAND 1 (BLUE) FIBER STRAND 2 (ORANGE) FIBER STRAND 3 (GREEN) FIBER STRAND 4 (BROWN) FIBER STRAND 5 (SLATE) FIBER STRAND 6 (WHITE) FIBER STRAND 7 (RED) FIBER STRAND 8 (BLACK) FIBER STRAND 9 (YELLOW) FIBER STRAND 10 (VIOLET) FIBER STRAND 11 (ROSE) FIBER STRAND 12 (AQUA) FIBER BUNDLE 1 (81) FIBER BUNDLE 2 (B2)
7517

ENGINEERING DIVISION
L
Lb
4lb

ROBERTSON BOULEVARD AND GREGORY WAY

PUBLIC WORKS DEPARTMENT REVISION

SCALES AS SHOWN
DESIGNED SL ore 04/21/2025

SUBMIT TED
DRRAWN RA ore 04/21/2025 CHECKED AZ ore 04/24/2025

APPROVED
JOB NO. 2222 DRWG. SHEET NO. 10 OF 1 1 SHEETS NO. F.8. NO. PAGE TO 345 FOOTHILL RD BEVERLY HILLS, CALIFORNIA 90210 310 285-2514 FAK 310.278-1338 www.beverlyhills.org PUBLIC WORKS DEPARTMENT

FIBER OPTICS

COMMUNICATION DIAGRAM
(FOR REFERENCE ONLY)
07/02,'2025
2401 East Katella Avenue, Suite 425
Anaheim, CA 92806
(765) 284-2620 DKS www.dksassociates.com
RE MEED g¥
aorESs/6, " 8" e £ % ¢ AIHU
Cr 88557 3
€o. 03-31-26
0, CIVIL
~as'
OF cALEG

DIAL TOLL FREE
811

AT LEAST TWO DAYS

BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ---------------------------------� r---------------------------------, I I
i I I I I I I I I I I I L
00 0 10 JO 0 0
7 I I I I I I I I I I I
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FIBER STRAND 1 (BLUE) FIBER STRAND 2 (ORANGE) FIBER STRAND 3 (GREEN) FIBER STRAND 4 (BROWN) FIBER STRAND 5 (SLATE) FIBER STRAND 6 (WHITE) FIBER STRAND 7 (RED) FIBER STRAND 8 (BLACK) FIBER STRAND 9 (YELLOW) FIBER STRAND 10 (VIOLET) FIBER STRAND 11 (ROSE) FIBER STRAND 12 (AQUA) FIBER BUNDLE 1 (81) FIBER BUNDLE 2 (B2)
7517

ENGINEERING DIVISION
L
Lb
4lb

ROBERTSON BOULEVARD AND GREGORY WAY

PUBLIC WORKS DEPARTMENT REVISION

SCALES AS SHOWN
DESIGNED SL ore 04/21/2025

SUBMIT TED
DRRAWN RA ore 04/21/2025 CHECKED AZ ore 04/24/2025

APPROVED
JOB NO. 2222 DRWG. SHEET NO. 10 OF 1 1 SHEETS NO. F.8. NO. PAGE TO 345 FOOTHILL RD BEVERLY HILLS, CALIFORNIA 90210 310 285-2514 FAK 310.278-1338 www.beverlyhills.org PUBLIC WORKS DEPARTMENT

FIBER OPTICS

DIAL TOLL FREE
811

AT LEAST TWO DAYS

BEFORE YOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
(2) 12 STRAND FIBER PATCH PANEL BLUE TUBE

FIBER PATCH PANEL FIBER PATCH PANEL ORANGE TUBE
Proposed 332L Cabinet
Olympic Boulevard at Doheny Drive
Ex. Cabinet
Olympic Boulevard Midblock
(East of Doheny Drive)
Existing Pull Box(s) Proposed Pull Box(s)

CITY OF BEVERLY HILLS, CALIFORNIA
0o +0 0 O 10O »O»0
, ------ --:;7 i -------- 1 7 1 I n 2 I I 2 3 3 I I I 4 4 0- 5 5 I I I 0 6 6 7 7 I I I 8 8 0 9 -9 I I I 10 10 LJ 1 1 1 1 12 12
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ENGINEERING DIVISION ____________
.DATE ----1

OLYMPIC BOULEVARD
L4lb

PUBLIC WORKS DEPARTMENT REVISION

SCALES AS SHOWN
DESIGNED SL ore 04/21/2025
RA ore 04/21/2025

SUBMIT TED
DRRAWN CHECKED AZ ore 04/24/2025

APPROVED
JOB NO. 2222 DRWG. SHEET NO. 11 OF 1 1 SHEETS NO. F.8. NO. PAGE TO 345 FOOTHILL RD BEVERLY HILLS, CALIFORNIA 90210 310 285-2514 FAK 310.278-1338 www.beverlyhills.org PUBLIC WORKS DEPARTMENT

FIBER OPTICS

COMMUNICATION DIAGRAM
(FOR REFERENCE ONLY)
07/02,'2025
2401 East Katella Avenue, Suite 425
Anaheim, CA 92806
(765) 284-2620 DKS www.dksassociates.com
RE MEED g¥
aorESs/6,
8" ' e £ %
¢ AIHU
Cr 88557 3
€xo. 03-31-26
0, CIVIL
~as'
OF cALEG
FIBER STRAND 1 (BLUE) FIBER STRAND 2 (ORANGE) FIBER STRAND 3 (GREEN) FIBER STRAND 4 (BROWN) FIBER STRAND 5 (SLATE) FIBER STRAND 6 (WHITE) FIBER STRAND 7 (RED) FIBER STRAND 8 (BLACK) FIBER STRAND 9 (YELLOW) FIBER STRAND 10 (VIOLET) FIBER STRAND 11 (ROSE) FIBER STRAND 12 (AQUA) FIBER BUNDLE 1 (B1) FIBER BUNDLE 2 (B2)

DIAL TOLL FREE
811

AT LEAST TWO DAYS

BEFORE YOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
0o +0 0 O 10O »O»0
, ------ --:;7 i -------- 1 7 1 I n 2 I I 2 3 3 I I I 4 4 0- 5 5 I I I 0 6 6 7 7 I I I 8 8 0 9 -9 I I I 10 10 LJ 1 1 1 1 12 12
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ENGINEERING DIVISION ____________
.DATE ----1

OLYMPIC BOULEVARD
L4lb

PUBLIC WORKS DEPARTMENT REVISION

SCALES AS SHOWN
DESIGNED SL ore 04/21/2025
RA ore 04/21/2025

SUBMIT TED
DRRAWN CHECKED AZ ore 04/24/2025

APPROVED
JOB NO. 2222 DRWG. SHEET NO. 11 OF 1 1 SHEETS NO. F.8. NO. PAGE TO 345 FOOTHILL RD BEVERLY HILLS, CALIFORNIA 90210 310 285-2514 FAK 310.278-1338 www.beverlyhills.org PUBLIC WORKS DEPARTMENT

FIBER OPTICS

DIAL TOLL FREE
811

AT LEAST TWO DAYS

BEFORE YOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

Beverly Hills City CouncilDecember 9, 2025

Beverly Hills City Council
December 9, 2025