AGENDA REPORT
Meeting Date: December 9, 2025
Item Number:
To: Honorable Mayor & City Council
From: Daren Grilley, Assistant Director of Public Works/City Engineer Robert Sahagun, Street Services Manager
Subject: AWARD OF A CONTRACT TO GENTRY GENERAL
ENGINEERING, INC. FOR THE BEVERLY HILLS SIDEWALK
RESTORATION PROJECT PHASE II WITHIN THE CITY OF
BEVERLY HILLS, CALIFORNIA, IN THE AMOUNT OF $145,723;
AND
APPROVAL OF THE PLANS AND SPECIFICATIONS THEREFOR
WITH RESPECT TO DESIGN CRITERIA; AND
APPROVAL OF A PURCHASE ORDER IN THE AMOUNT OF
$182,153.75 (INCLUDING A 25% CONTINGENCY) TO GENTRY
GENERAL 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 CATEGORICALLY
EXEMPT FROM FURTHER REVIEW UNDER CEQA
Attachments: 1. Agreement with Gentry General Engineering, Inc.
2. Categorial Exemption
3. Standard Detail Drawings [excerpt]
RECOMMENDATION
Staff recommends that City Council award a contract to the lowest responsible bidder, Gentry General Engineering, Inc., for the Beverly Hills Sidewalk Restoration Project Phase II in the amount of $145,723; approve the plans and specifications for the project with respect to design criteria; approve a 25% construction contingency for a not-to-exceed project total of $182,153.75; approve issuance of a purchase order in the amount of $182,153.75; and find the project to be categorically exempt from further environmental review under CEQA.
BEVERLY
HILLS
Meeting Date: December 9, 2025
INTRODUCTION
The City of Beverly Hills maintains over 200 lineal miles of public sidewalks that are integral to the City’s mobility and accessibility network and play an important role in supporting pedestrian safety and reducing potential hazards. As part of the City’s ongoing commitment to pedestrian safety, the Public Works Department performs regular inspections and repairs to ensure that sidewalks remain safe and compliant with accessibility standards.
Sidewalks deteriorate over time from weathering, ground settlement, subsurface conditions, and normal wear. Maintaining safe, accessible pedestrian routes requires periodic comprehensive repairs, including full removal and replacement. As part of the City’s multi-year strategy to address more than 600 locations requiring full sidewalk removal and replacement, Phase II includes 21 priority locations identified through citywide inspections. This project is one of several coordinated efforts to systematically address deteriorated sidewalk conditions and reduce liability exposure.
DISCUSSION
Sidewalk removal and reconstruction is required at various locations due to several conditions observed during routine inspections, including:
Trip hazards from uplifted concrete slabs;
Cracking and structural failure related to age, ground movement, and subsurface conditions; and
Locations where prior mitigations (e.g., horizontal saw cutting) are no longer feasible due to insufficient concrete thickness for further treatment.
The City’s sidewalk network currently includes over 600 locations where full removal and replacement is required. Of these, 21 locations have been designated as priority sites for Phase II based on severity of damage, pedestrian exposure, and the inability to apply further temporary mitigation. The plans and specifications for this work are based on the City of Beverly Hills Standard Drawings and associated technical provisions for sidewalk reconstruction, which establish the design criteria and construction standards for these replacements and have been approved under the direction of the City Engineer, a California-licensed professional engineer.
To address this volume effectively with available resources, the City has implemented a multi-pronged sidewalk maintenance program, which includes:
Internal City crews, who perform traditional sidewalk reconstruction at select locations that are smaller than a Capital Improvement Project; California Uniform Public Construction Cost Accounting Act (CUPCCAA) projects, which allow the City to use prequalified contractors for efficient delivery of midsized reconstruction work such as this Phase II project; and Inclusion of sidewalk removal and reconstruction within Capital Improvement Projects, such as annual street resurfacing programs and other corridor-level infrastructure projects.
The Public Works Department utilizes all three of the above strategies to efficiently address sidewalk deficiencies.
Meeting Date: December 9, 2025
As part of this combined strategy, the City used its CUPCCAA list to solicit bids for the Phase II project. CUPCCAA allows eligible public agencies to maintain a list of prequalified contractors and use streamlined bidding procedures, ensuring timely and competitive pricing for this type of work.
On October 10, 2025, bid invitations were issued to 19 prequalified contractors holding either a General Engineering (A) or Earthwork and Paving (C-12) license. On November 3, 2025, the City received four (4) bids, summarized as follows:
Bidder Bid Amount
Gentry General Engineering $145,723.00
Paveco Construction, Inc. $159,697.00
J. De Sigio Construction, Inc. $171,650.00
PALP, Inc. DBA Excel Paving Co. $219,872.00
This project followed formal bidding practices due to the estimated contract value and scope. Gentry General Engineering, Inc. submitted the lowest responsible bid and has demonstrated experience performing similar work for other municipalities, providing confidence in their ability to complete Phase II successfully.
ENVIRONMENTAL ASSESSMENT
The Beverly Hills Sidewalk Restoration Project Phase II has been reviewed under the California Environmental Quality Act (CEQA), the State CEQA Guidelines, and applicable local environmental policies. The project qualifies for a Class 1 Categorical Exemption (Existing Facilities) under CEQA Guidelines Section 15301(c), which covers the maintenance and minor alteration of existing public facilities involving negligible or no expansion of use.
Because this project consists of the repair and replacement of existing sidewalks with no expansion of facility footprint or change in use, staff recommends that City Council find the project exempt from further CEQA review.
FISCAL IMPACT
A 25% construction contingency in the amount of $36,430.75 has been added to the base contract amount, bringing the total requested purchase order to $182,153.75.
Any change orders requiring use of this contingency shall adhere to Beverly Hills Municipal Code §3-3-110, which governs authorization and approval of contract modifications.
Funding for this project is available in the Fiscal Year 2025/26 Capital Improvement Program as follows:
Shana Epstein,
Director of Public Works
Approved By
ACCOUNT NUMBER FUND DESCRIPTION AMOUNT
60012402-850000-00195 Street and Sidewalk Improvements $182,153.75 TOTAL PROJECT BUDGET $182,153.75
Attachment 1
AGREEMENT
THIS AGREEMENT, made and entered into this 9
th day of December, 2025, by and between the CITY OF BEVERLY HILLS, a municipal corporation, hereinafter referred to as “City”, and Gentry General Engineering, Inc.
320 W. Tropica Road
Colton, CA 92324
hereinafter referred to as “Contractor”;
W I T N E S S E T H
In this consideration of their covenants the parties hereto agree as follows:
1. Contractor shall furnish all labor, materials and equipment necessary to perform the following work in the City of Beverly Hills, California, strictly in accordance with the Notice to Bidders, Proposal form, Plans and Specifications for such improvement, Standard Contractual Requirements and inclusive of Addendums, each of which documents are made a part of this Contract as though fully set forth herein:
BEVERLY HILLS SIDEWALK RESTORATION PROJECT PHASE II
2. In consideration of such work City agrees to pay Contractor and Contractor agrees to accept the sum of One Hundred Forty-Five Thousand Seven Hundred Twenty-Three Dollars and Zero Cents ($145,723.00) in the manner provided in subject Plans and Specifications and subject to adjustment provided therein.
3. Concurrently with the execution of this Contract, Contractor shall file with the City the bonds and certificates of insurance specified in said Standard Contractual Requirements.
4. This Contract shall not be assigned without the written permission of the City Council.
IN WITNESS WHEREOF, the parties hereto have executed this instrument the day and year first above written.
ATTEST:
____________________________________________
HUMA AHMED, City Clerk
CITY OF BEVERLY HILLS,
A municipal corporation
____________________________________________
SHARONA R. NAZARIAN, PsyD, Mayor
APPROVED AS TO CONTENT:
____________________________________________
NANCY HUNT-COFFEY, City Manager
CONTRACTOR: GENTRY GENERAL ENGINEERING, INC.
____________________________________________
BRENTON GENTRY, President/Secretary/Treasurer
____________________________________________
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:
____________________________________________
JEFFREY S. MUIR, Director of Finance
Attachment 2
Notice of Exemption Appendix E
City of Beverly Hills-Public Works Department To: Office of Planning and Research From: (Public Agency):
_____________________________
P.O. Box 3044, Room 113 345 Foothill Rd
Sacramento, CA 95812-3044 Beverly Hills, CA 90210
County Clerk
County of: Los Angeles (Address)
12400 Imperial HighwayNorwalk, CA 90650
Project Title: Beverly Hills Sidewalk Restoration Project Phase IIProject Applicant: City of Beverly HillsProject Location - Specific:
Various Locations Citywide
Project Location - City: Beverly Hills Project Location -County: Los AngelesDescription of Nature, Purpose and Beneficiaries of Project:
This work includes the replacement of damaged concrete sidewalks Name of Public Agency Approving Project: City of Beverly HillsName of Person or Agency Carrying Out Project: City of Beverly HillsExempt Status: (check one):
U Ministerial (Sec. 21080(b)(1); 15268);U Declared Emergency (Sec. 21080(b)(3); 15269(a));El Emergency Project (Sec. 21080(b)(4); 15269(b)(c));D Categorical Exemption. State type and section number: Class 15301 Existing Facilities; (c)D Statutory Exemptions. State code number:
________________________________________________
Reasons why project is exempt:
The project will remove and replace existing damaged sidewalks. These repairs will not significantly alter or expand the use of the sidewalk areas.
Lead Agency
Contact Person: Robert Sahagun Area Code/Telephone/Extension: 310-285-2485 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: 11/25/2025 Title: Street Services Manager 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.
Revised 2011
Notice of Exemption
To: Office of Planning and Research
P .0. Box 3044, Room 113
Sacramento, CA 95812-3044
County Clerk
County of: Los Angeles
12400 Imperial Highway
Norwalk, CA 90650
Appendix E
From: ( Public Agency): City of Beverly Hills-Public Works Department 345 Foothill Rd
Beverly Hills, CA 90210
(Address)
Project Title: Beverly Hills Sidewalk Restoration Project Phase II Project Applicant: City of Beverly Hills Project Location - Specific:
Various Locations Citywide
Project Location - City: Beverly Hills Project Location - County: Los Angeles Description of Nature, Purpose and Beneficiaries of Project:
This work includes the replacement of damaged concrete sidewalks Name of Public Agency Approving Project: _Oy of_Beyer'yiils Name of Person or Agency Carrying Out Project. OIy ofBeverly 1ills 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)); □ Categorical Exemption. State type and section number: Class 15301 Existing Facilities; (c) □ Statutory Exemptions. State code number: _ Reasons why project is exempt:
The project will remove and replace existing damaged sidewalks. These repairs will not significantly alter or expand the use of the sidewalk areas.
Lead Agency
Contact Person: Robert Sahagun Area Code/Telephone/Extension: 310-285-2485 If filed by applicant:
1. Attach certified document of exemption finding.
2. Has a Notice o'Ee"pig.Pee {d bythe public agency approving the project? Yes No Signature:/-' (_,.;/{7____- Date: 11/25/2025 Title: Street Services Manager \
.... ,_.-�··
Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code.
Reference: Sections 21108, 21152, and 21152.1, Public Resources Code.
Date Received for filing at OPR: _
Revised 2011
Attachment 3
CITY OF BEVERLY HILLS
CALIFORNIA
- BEVERL
HILLS
A @%
STANDARD DETAIL DRAWINGS
DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION
CIVIL ENGINEERING DIVISION
345 Foothill Road
Beverly Hills, CA 90210
Tel: 310-285-2452
Fax: 310-278-1838
http://www.beverlyhills.org/government/pwtrans/default.asp February 2021
REFER TO CITY OF
BEVERLY HILLS STD.
DRAWING BH 114
NOTES 1 AND 2 FOR
ASPHALT TYPES AND
THICKNESS; REPLACE
12 WIDTH OF
12 ASPHALT ONLY.
sLoT
FLAIR
··v
u
2 -
• £XSTING
SIDEWALK
8 ~ · . .
6 THICK
THROUGHOUT
SCORELIN
SLOPE 14" PER FT.
SECTION B-B
ELEVATION A-A
.- . Ckccorvav
·• �
i 4 1/2 DEEP SCORELINE 4 . .
. SIDEWALK GRADE
!cw z _-no it 54 5 !s " SCORELINE &� 0
2-3
6 CRUSHED MISCELLANEOUS
BASE, 95% RELATIVE COMPACTION
(THROUGHOUT)
TOP OF NEW DRIVEWAY
FLOW LINE
-onsrc
1CURB 12' CUTOU; 'EXISTING GUTTER
FACE (TYP.) OF EXISTING ROAD
PLAN _/JBACKOFSIDEWALK
MATCHEXISTINGTOPOFCURB,J / rFRONTOFSIDEWALK
FLOWLINE, AND GUTTER (TYP.) fup y TOP OF CURB
-EI=
REMOVE EXISTING CURB AND- oro or cuRs
GUTTER BY SAW CUTTING CLEAN
VERTICAL CUT TO THE NEAREST
SCORELINE WITHIN 4 FEET
COMPACTED SUBGRADE
MINIMUM 90% RELATIVE
NOTES: COMPACTION
1. DRIVEWAY APPROACH, INCLUDING SIDEWALK SHALL BE CLASS 520-C-2500 PCC MONOLITHIC POUR.
2. ANY EXISTING TRAFFIC OR ELECTRICAL BOXES SHALL BE RELOCATED OUTSIDE OF DRIVEWAY APPROACH.
3. NO PORTION OF A PROPOSED DRIVEWAY APPROACH SHALL BE CONSTRUCTED ClOSER THAN TEN (10) FEET FROM THE CENTER OF ANY CITY TREE WITHOUT A WRITTEN APPROVAL OF THE CITY ARBORIST.
4. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (" GREENBOOK").
5. CONTRACTOR SHALL HAVE A VALID CLASS "A" OR "C8" CALIFORNIA CONTRACTOR'S LICENSE. NOT TO SCALE
RESIDENTIAL DRIVEWAY APPROACH
BH 101
SHEET 1 or 2
STANDARD DRAWING pure_lt-1g-to
oAietl 18-lo
CITY OF BEVERLY HILLS, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
CIVIL ENGINEERING DIVISION
REVISIONS
114/2010 NO JOINT BETWEEN
CURB AND GUTTER
MARK DATE DESCRIPTION
RECOMMENDED
llN
APPROVED
CITY OF BEVERLY HILLS
RESIDENTIAL DRIVEWAY APPROACH SPECIFICATIONS AND GENERAL REQUIREMENTS IN REFERENCE TO BEVERLY HILLS MUNICIPAL CODE SEC. 8-4-4 Definition: An approach is located between the edge of the gutter and property line. It ls composed of an apron and flairs (see sheet 1 of 2).
1. Any variation from this Driveway Approach Standard must be approved in writing by the City Director of Public Works or his designee.
Permits are required for all activities on public right-of-way.
2. Proposal Pian: A drawing shall be provided by the applicant to indude; Width of proposed apron(s), width of proposed transitional flair areas at side of apron(s), measurement to nearest trees, street lights, other curb outs, location of property line extension at each side of the site, location of any adjacent neighboring approach, height of the street curb in front of the property, width of the sidewalk, width of the parkway (landscaped area) and any other useful information.
Note: If the project ls part of a work to be performed on a private property, the drawing submitted must be stamped with the approval of the Building and Safety Department prior to issuance of an Engineering Driveway Approach permit.
3. Location: No portion of a driveway approach shall be closer than three feet (3') from any lighting standard, public utility, another driveway, or other device erected in the parkway. Except in single family residential zones, driveway approaches are restricted to access which lead directly to a carport, garage, or parking area located beyond the setback area. Two (2) driveway approaches authorized for any lot or parcel shall not be less than twenty eight feet (28') apart, and each such driveway approach shall be a minimum of two feet (2') from the side property line as measured at the beginning of the full height curb. Any circular driveway shell have a minimum outer radius of twenty slx (26') feet, The transportation/engineering official may approve a driveway approach closer to the side property line, or closer to any tree, lighting standard, public utility, another driveway or a device erected in the parkway where necessary to accommodate existing topography or nonremovable objects, such as buildings, walls, trees, or natural rook outcroppings. No portion of a proposed driveway approach shall be constructed loser than ten (10) feet from the center of any atty tree without wrtten approval of the City Aborist.
4. Concrete Finish: Approaches shall have a wood float, rotor finish. Sidewalk and curb face shall be troweled and light broom finished.
Broken or defective public sldewalk, curb, and gutter adjacent to approaches shall be replaced If found necessary during the inspection of the work by Public Works inspectors.
5. Adjacent Approach: No raised curb will be permitted between two approaches which are adjacent to a common property line and less than 4 feet apart. The approaches shall be continuous. A written consent of adjacent property owner ls required to construct a joint approach.
Construction of a joint approach includes the removal of the edsting adjacent approach and reconstruction of the entire shared approach.
6. Width: The maximum overall width of any residential driveway approach shall not exceed twenty feet (20'), and the maximum width of two (2) adjacent residential driveway approaches which are combined shall not exceed twenty six feet (26') The minimum overall width of any driveway approach shall be sbteen feet (16'). The transportation/engineering official may approve driveway approaches which vary from the widths designated herein to accommodate edeting topography, or nonremovable objects, such as buildings, walls, trees, or natural rock outcroppinge. Driveway approach widths shell be the transition distance, measured along the curb, from the full height curb on one side to on the opposite aide.
Number: Only one driveway approach shall be permitted in any residential zone on any lot or parcel with less than seventy five feet (75') of frontage, or with a front setback of lees than twenty five feet (25') with the exception that a circular driveway requiring two (2) driveway approaches shall be permitted where the parcel frontage ls within four percent (4%) of the seventy five feet (7') minimum required for two (2) driveway approaches, and further, that no other deviation from the provisions of this code or discretionary action le required for such circular driveway.
7. Materials and Workmanship: Shall fully comply with the requirements of the Standard Specifications for Public Works Construction', ("Greenbool"), latest edition, sections 201-1 and 303-5 respectively.
RESIDENTIAL DRIVEWAY APPROACH
REVISIONS % CITY OF BEVERLY HILLS, CALIFORNIA
MARK DATE DESCRIPTION
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
CML ENGINEERING DIVISION
((J 1.one [-g-0 STANDARD DRAWING
RECOMMENDED
I {2%. one (/-18:l BH 101
APPROVED
SHEET 2 OF 2
SLOT
TOP OF GUTTER
REFER TO CITY OF
BEVERLY HILLS STD.
DRAWING BH 114
NOTES 1 AND 2 FOR
ASPHALT TYPES AND
THICKNESS: REPLACE
12 WIDTH OF
ASPHALT ONLY.
FLAIR
COMPACTED SUBGRADE,
MINIMUM 9O% RELATIVE
COMPACTION
1 CURB
FACE (TYP.)
PLAN
SCORELIN
SLOPE {4' PER FT
8 THICK
THROUGHOUT
SECTION B-B
ELEVATION A-A
•
2. e Ar %65l z
2±{ ? 4 zsl
; 8
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2-3
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(THROUGHOUT)
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- _ _J
lz°I ggyNyuy, {za] Saowue
34 MAXIMUM
CURB FACE
i2"
EXISTING
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/4 BACK OF SIDEWALK
FLOWLINE, AND GUTTER (TYP.) /-FRONT OF SIDEWALK
7==o=========l==U'=P==;=='E' �OP OF CURB FLOW LINE°"" El±k-T ...== -=+-.....1 p came REMOVE EXISTING CURB AND- go1ou or cuRs
GUTTER BY SAW CUTTING CLEAN
VERTICAL CUT TO THE NEAREST
SCORELINE WITHIN 4 FEET
NOTES:
1. DRIVEWAY APPROACH, INCLUDING SIDEWALK SHALL BE CLASS 520-C-2500 PCC MONOLITHIC POUR.
2. ANY EXISTING TRAFFIC OR ELECTRICAL BOXES SHALL BE RELOCATED OUTSIDE OF DRIVEWAY APPROACH.
3. NO PORTION OF A PROPOSED DRIVEWAY APPROACH SHALL BE CONSTRUCTED CLOSER THAN TEN (10) FEET FROM THE CENTER OF ANY CITY TREE WITHOUT A WRITTEN APPROVAL OF THE CITY ARBORIST.
4. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. (GREENBOOK)
5. CONTRACTOR SHALL HAVE A VALID CLASS "A" OR 'CS' CALIFORNIA CONTRACTOR'S LICENSE. NOT TO SCALE
NON-RESIDENTIAL DRIVEWAY APPROACH
CITY OF BEYERL Y HILLS, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
CIVIL ENGINEERING DIVISION
REVISIONS
MARK DATE DESCRIPTION
A 114n20Io NO JOINT BETWEEN
CURB AND GUTTER
-
RECOMMENDED
APPROVED
DATE I(1g-u
o»re il- 18-·ld
STANDARD DRAWING
BH 102
SHEET 1 OF 2
CITY OF BEVERLY HILLS
NON RESIDENTIAL DRIVEWAY APPROACH SPECIFICATIONS AND GENERAL REQUIREMENTS IN REFERENCE TO BEVERLY HILLS MUNICIPAL CODE 8EC. 8-4-4 Definition: An approach is located between the edge of the gutter and property line. It ls composed of an apron and fairs (see sheet 1 of 2).
1. Any variation from this Driveway Approach Standard must be approved in writing by the City Director of Public Works or his designee.
Permits are required for all activities on public right-of-way. 2 Proposal Pian: A drawing shall be provided by the applicant to include: Width of proposed apron(s), width of proposed transitional flair areas at side of apron(s), measurement to nearest trees, street lights, other curb cuts, location of property line extension at each side of the slte, location of any adjacent neighboring approach, height of the street curb in front of the property, width of the sidewalk, width of the parkway (landscaped area) and any other useful information.
Note: If the project ls part of a work to be performed on a private property, the drawing submitted must be stamped with the approval of the Building and Safety Department prior to issuance of an Driveway Approach permit.
3. Location: No portion of a driveway approach shall be loeer than three feet (3') from any lighting standard, public utility, another driveway, or other device erected in the parkway. Except in single family reeldential zones, driveway approaches are restricted to access which lead directly to a carport, garage, or parking area located beyond the setback are. Two (2) driveway approaches authorized for any lot or parcel shall not be less than twenty eight feet (28') apart, and each such driveway approach shall be a minimum of two feet (2) from the side property line as measured at the beginning of the full height curb. Any circular driveway shall have a minimum outer radlus of twenty six (26') feet. The transportation/engineering official may approve a driveway approach loser to the side property line, or closer to any tree, lighting standard, public utility, another driveway or a device erected in the parkway where necessary to accommodate existing topography or nonremovable objects, such as buildings, walls, trees, or natural rock outcroppings. No portion of a proposed driveway approach shall be constructed loser than ten (10) feet from the center of any city tree without wrttten approval of the City Arborist.
4. Concrete Finish: Approaches shall have a wood float, rotor finish. Sidewalk and curb face shall be troweled and light broom finished.
Broken or defective public sidewalk, curb, and gutter adjacent to approaches shall be replaced if found necessary during the inspection of the work by Public Works Inspectors.
5. Adjacent Approach: No raised curb will be permitted bebween two approaches which are adjacent to a common property line and less than 4 feet apart. The approaches shal be continuous. A written consent of adjacent property owner ls required to construct a joint approach.Construction of s joint approach includes the removal of the edsting adjacent approach and reconstruction of the entire shared approach..
6. Width; The maximum overall width of any non-residential driveway approach shall not exceed forty feet (40') The minimum overall width of any driveway approach shall be sbdeen feet (16'). The transportation/engineering official may approve driveway approaches which vary from the widths designated herein to accommodate existing topography, or nonremovable objects, such as buildings, walls, trees, or natural rock outcroppings. Driveway approach widths shall be the transition distance, measured along the curb, from the full height curb on one slde to on the opposite side.
7. Materials and Workmanship: Shell fully comply with the requirements of the Standard Specifications for Public Works Construction', (Greenbool"), latest edition, sections 201-1 and 303-5 respectively.
NON-RESIDENTIAL DRIVEWAY APPROACH
REVISIONS % CITY OF BEVERLY HILLS, CALIFORNIA
MARK DATE DESCRIPTION
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
CIVIL ENGINEERING DIVISION
I( - I [-9?-«0 STANDARD DRAWING
RECOMMENDED I DATE
APPROVED {\.dz M48.o BH 102
DATE
SHEET 2 OF 2
SIDEWALK el BCR
RW(TY.)
CURB FACE
GUTTER
SEE NOTES
10% MAX
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CURB RAMPS
CITY OF BEVERLY HILLS, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
STANDARD DRAWING
BH 103
SHEET 1 OF 4
DESCRIPTION
REVISIONS
MARK DATE
RECOMMENDED. lk.the DATE 9-22-20
f-----+--+-------,
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CASE4
CURB RAMPS
CITY OF BEVERLY HILLS, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
REVISIONS
STANDARD DRAWING
BH 103
SHEET 2 OF 4
=4DATE _9-22-20
2.. DAe 9-22-20
MARK DATE DESCRIPTION
Ml
RECOMMENDED _{7%g
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5' MIN.
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CASE5
CURB RAMPS
CITY OF BEVERLY HILLS, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
STANDARD DRAWING
BH 103
SHEET 3 OF 4
±tzoAre 9-22-20
, ~cs
.=. DATE 9-22-20
DESCRIPTION
REVISIONS
MARK DATE
Ml
RECOMMENDED _c
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WHERE NECESSARY
(CASE 5)
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 ANO FREE OF
ABRUPT CHANGES.
5. MAXIMUM SLOPES OF ADJOINING GUTTERS, 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. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED
NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP AT
ANY POINT SHALL BE 4' - O".
2% MAX.-)
11. CONTRACTOR SHALL HAVE A VALID CLASS "A" OR "C8" CALIFORNIA CONTRACTOR'S LICENSE.
RECESSED DETECTABLE
WARNING PLATE
..... '.
3'
4 THICK
FLOWLINE,
/ 0CURB FACE
RETAINING CURB
WHERE NECESSARY
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 SHALL BE 12" IN
LENGTH, WITH A 6 EMBEDMENT, OR AS DIRECTED BY INSPECTORS. [T.
10. CURB RAMPS SHALL BE A MONOLITHIC POUR.
SECTION B-B
CURB RAMPS
REVISIONS CITY OF BEVERLY HILLS, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
MARK DATE DESCRIPTION
RECOMMENDED
APPROVED
:L/)�ER
DATE 9-22-20
, DATE 9-22-20
egg
STANDARD DRAWING
BH 103
SHEET 4 OF 4
ABBREVIATIONS:
WPJ - WEAKENED PLANE JOINT
EXP JT - EXPANSION JOINT
BCR - BEGINNING OF CURB RETURN
ECR - END OF CURB RETURN
NOTES:
1. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE
DETAIL AND/OR PLANS AND SHALL BE FORMED BY CUTTING A GROOVE IN THE PAVEMENT WITH A POWER DRIVEN SAW. THE GROOVE FOR A TRANSVERSE JOINT SHALL BE CUT TO A MINIMUM DEPTH OF 1-1/2" OR ONE-SIXTH OF THE PAVEMENT THICKNESS, WHICHEVER IS GREATER; THE GROOVE FOR A LONGITUDINAL JOINT SHALL BE CUT TO A MINIMUM DEPTH OF 1-41/2' OR ONE-FOURTH OF THE PAVEMENT THICKNESS, WHICHEVER IS GREATER; AND
THE WIDTH SHALL BE THE MINIMUM WIDTH POSSIBLE WITH THE SAW BEING USED, BUT SHALL NOT EXCEED 14
2. EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE DETAIL AND/OR PLANS. EXPANSION JOINT FILLER MATERIAL SHALL HAVE A MINIMUM THICKNESS OF 1/2, A MAXIMUM THICKNESS OF 3/4, A DEPTH EQUAL TO THE THICKNESS OF THE
PAVEMENT, AND SHALL BE COMPOSED OF MATERIALS AS SPECIFIED OR APPROVED BY THE ENGINEER AFTER THE CONCRETE HAS BEEN FINISHED, AN EDGER OF 1/4 RADIUS
SHALL BE USED ON EACH SIDE OF THE EXPANSION JOINT FILLER THE EXPANSION JOINT FILLER SHALL BE CLEANED OF ALL CONCRETE MORTAR.
3. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR INTERVALS NOT EXCEEDING 2.5' IN WALKS AND 20' IN GUTTERS. JOINTS IN CURB, GUTTER. AND WALK SHAI.L BE ALIGNED.
4. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM SIDEWALK.
5. SIDEWALK AND CURBFACE SHALL BE TROWELED AND LIGHT BROOM FINISHED.
6. SIDEWALK, CURB AND GUTTER SHALL BE CONSTRUCTED OF CLASS 520-C-2500 PCC.
7. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREENBOOK").
8. CONTRACTOR SHALL HAVE A VALID CLASS "A" OR C8 CALIFORNIA CONTRACTOR'S LICENSE.
PROPERTY LINE
' ,.._ ' � •"> • • <T
• <}iii
JOINTS PER STANDARD DRAWINGS
BH 101 AND BH 102
wn2
2.5' MAX.
EXPJT
r
7 UTILITY POLE
CURB AND SIDEWALK JOINTS
REVISIONS
MARK DATE DESCRIPTION
CITY OF BEVERLY HILLS, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
CIVIL ENGINEERING DIVISION
STANDARD DRAWING
BH 104
SHEET 1 OF 1
TRANSVERSE EXPANSION
JOINT PER STANDARD
DRAWING BH 104
.,_.[?' MIN.
3"ww
EXPANSION JOINT SECTION
W(4' MIN.)
{WIDTH TO MATCH ADJOINING WALK)
w/2(2.5' MAX.)
2.00% (MAX.) LONGITUDINAL WPJ
PER STANDARD
DRAWING BH 104 0Ross SLOE-TO STREET
;
·. . .. . ., .• ,,,.. =:I 4"
%he-. 8? ,)3,2)? ? BASE. MINIMUM 90%
) '? RELATIVE COMPACTION.
{ COMPACTED SUBGRADE. 9 MINIMUM 9O% RELATIVE
NOTES: COMPACTION.
1. SIDEWALK SHALL BE CONSTRUCTED OF CLASS 520-C-2500 PCC.
2. SEE BH 104 FOR JOINT LOCATION PLACEMENT.
3. CRUSHED MISCELLANEOUS BASE TO BE APPROVED BY THE CITY ENGINEER.
4. SIDEWALK SHALL BE TROWLED AND LIGHT BROOM FINISHED.
5. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION ('GREENBOOK").
6. CONTRACTOR SHALL HAVE A VALID CLASS "A" OR C8 CALIFORNIA CONTRACTOR'S LICENSE.
STANDARD SIDEWALK SECTION
CITY OF BEVERLY HILLS, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
CIVIL ENGINEERING DIVISION
DESCRIPTION
REVISIONS
MARK DATE
7)_. -£7r)6 STANDARD DRAWING
I l
ecowevoeo. l>Lore1{" BH 105
emnovso. £ ?PT one7-3l i%%66ilk ' seer 1 or 1
R=1/4"
BATTER
1.5: 12
w
VARIES
6-8 HIKE UP 1 PER 1' I OF GUTTER WIDTH
R=A ]
----+
BATTER
6 1.5: 12
4"
CRUSHED MISCELLANEOUS
BASE. MINIMUM 95%
RELATIVE COMPACTION.
RESIDENTIAL
INTEGRAL CURB AND GUTTER SECTION
NOTTO SCALE
NOTES:
1. CURB AND GUTTER SHALL BE CONSTRUCTED OF CLASS 520-C-2500 PCC.
2. GUTTER WIDTH, W, SHALL MATCH EXISTING OR 24 MINIMUM, UNLESS OTHERWISE SPECIFIED.
3. AFTER THE CONCRETE HAS BEEN THOROUGHLY TAMPED TO FORCE THE LARGER AGGREGATE INTO THE
CONCRETE AND BRING TO THE TOP SUFFICIENT FREE MORTAR FOR FINISHING, THE SURFACE SHALL BE
WORKED TO A TRUE AND EVEN GRADE BY MEANS OF A FLOAT, TROWELED WITH A LONG HANDLED TROWEL OR FRESNO", AND WOOD-FLOAT FINISHED. THE FLOWLINE OF THE GUTTER SHALL BE TROWELED SMOOTH FOR A WIDTH OF 4 INCHES FOR INTEGRAL CURB AND GUTTER. SIDE FORMS SHALL REMAIN IN PLACE FOR AT LEAST 24 HOURS AFTER COMPLETION OF THE GUTTER, BUT MUST BE REMOVED BEFORE THE WORK WILL BE ACCEPTED.
4. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK").
5. CONTRACTOR SHALL HAVE AVALID CLASS "A" OR ·ca· CALIFORNIA CONTRACTOR'S LICENSE.
RESIDENTIAL INTEGRAL CURB AND GUTTER DETAIL
STANDARD DRAWING
BH 106
SHEET 1 OF 1
CITY OF BEVERLY HILLS, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
CIVIL ENGINEERING DIVISION
DESCRIPTION
REVISIONS
MARK DATE
t----+------t---------ll
RECOMMENDED ' ska6as, z DATE •
APPROVED. DATE _ +