SS Item A-3 — Beverly Hills City Council, November 19, 2024 (part 1 of 2)

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STAFF REPORT
Meeting Date: November 19, 2024
To: Honorable Mayor & City Council
From: Daren Grilley, Assistant Director of Public Works/City Engineer Jessie Holzer Carpenter, PTP, Transportation Planner
Subject:

Attachments:

Analysis of Traffic Control Warrants for Coldwater Cañon Drive

1. August 6, 2024, City Council Study Session Staff Report

2. Warrant Analysis Memo

INTRODUCTION
This report presents the findings of the studies for potential traffic signals or all-way stops along Coldwater Cañon Drive, as requested by the City Council.

BACKGROUND
Coldwater Cañon Drive within the City of Beverly Hills is approximately 0.9 miles between Beverly and Monte Cielo Drives. The roadway is 40-feet wide, is classified as a “Major Collector” street, and carries approximately 24,000 vehicles on weekdays with significant commuter traffic between the Westside and the San Fernando Valley. The street also provides direct access to homes along Coldwater Cañon Drive. Like many collector streets, Coldwater Cañon Drive demonstrates the challenge of balancing the movement of traffic with residential access and livability.

In September 2022, City staff held a community meeting regarding the Coldwater Cañon Drive water main replacement project, during which residents provided a petition requesting at least two crosswalks be installed between the existing controlled intersections at Beverly Drive and Heather Road, which are approximately one mile apart. In November 2022, City Council directed staff to explore the addition of new crosswalks to be implemented during street restoration after water main construction concluded.

In August 2023, recommendations for crosswalks at Loma Linda Drive, Lindacrest Drive, and Monte Cielo Drive were presented to the Traffic and Parking Commission, who supported developing designs, as feasible. In response to feedback received from commissioners and the community, the crosswalk locations were slightly modified to eliminate the need for tree removal. Staff presented the proposed design for the three crosswalks (Attachment 1) to City Council at its August 6, 2024, Study Session. The proposed crosswalks would be enhanced BEVERL
HILLS
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Meeting Date: November 19, 2024

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with overhead and street side signs, pedestrian-activated flashing lights and new streetlights.

Additionally, the location at Lindacrest was proposed to include a small median island.

At the August 6, 2024, meeting, City Council indicated that it did not support the proposed crosswalk designs that were developed and directed staff to conduct additional studies to evaluate whether traffic signals, stop signs, or a pedestrian hybrid beacon could be justified at any of the intersections on Coldwater Cañon Drive. City Council also indicated that it did not support multiple crosswalks but could possibly support one location, preferably at Loma Linda Drive or Lindacrest Drive.

DISCUSSION
The California Manual on Uniform Traffic Control Devices (CA MUTCD) establishes minimum criteria for the use of traffic control devices. Only traffic control devices conforming to the CA MUTCD can be placed upon a street or highway. The CA MUTCD outlines basic warrants and criteria for when the installation of a traffic control device may be justified. Pursuant to the CA MUTCD, the investigation of the need for a traffic control device shall include an analysis of factors related to the existing operation and safety at the study location and the potential to improve these conditions, and the factors contained in applicable traffic warrants.

The transportation consulting firm Fehr & Peers performed warrant analyses for traffic signal and all-way stop control at all five intersections along Coldwater Cañon Drive: Loma Linda Drive, Cabrillo Drive, Lindacrest Drive, Lago Vista Drive, and Monte Cielo Drive. In addition, Fehr & Peers analyzed the possible use of Pedestrian Hybrid Beacons based on the CA MUTCD guidance, at Lindacrest Drive and Loma Linda Drive. The findings of these studies are included as Attachment 2 to this report.

Traffic Signals
To conduct the signal warrant analyses, the CA MUTCD has nine signal warrants that should be considered:
• Eight-hour traffic volume;
• Four-hour traffic volume;
• Peak hour traffic volume;
• Pedestrian volume;
• School crossing (pedestrian and traffic volume);
• Coordinated signal system needed for traffic operations; • Crash history;
• Roadway network impact on traffic operations; and
• Intersection near a grade crossing.

Table 1: Findings of Traffic Signal Warrant Analysis
Coldwater
Cañon
Intersection
Side Street
Peak Hour
Volume1
(> 100
required)
Collisions2
(> 5 in 1-Year
required)
9-Hour Pedestrian
Count3
(> 107 per hour
required)
Traffic
Signal
Warrants
Met?4
Loma Linda Dr 10 0 13 No
Cabrillo Drive 2 1 15 No
Lindacrest Drive 46 3
(2 in 1-year period) 7 No
Lago Vista Drive 14 0 14 No
Monte Cielo Dr 17 0 13 No
1 Highest vehicle volume during AM, midday, or PM peak period is shown.

Meeting Date: November 19, 2024

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2 Reported collisions since 2020.
3 Pedestrian volumes from 7-10AM, 11AM-1PM, 3-7PM.
4 Traffic signal warrants per the CA MUTCD.

All-Way Stop Control
The all-way stop control warrant in the MUTCD considers the following primary factors:
• Vehicle and pedestrian volumes on intersecting streets; and • Crash history.

Further, the CA MUTCD states that all-way stops should not be used for speed control.

Table 2: Findings of Stop Sign Warrant Analysis
Coldwater
Cañon
Intersection
Side Street Peak Hour
Volume1
(> 200 required)
Collisions2
(> 5 in 1-Year required)
Stop Sign Warrants
Met?3
Loma Linda Dr 10 0 No
Cabrillo Drive 2 1 No
Lindacrest Drive 46 3
(2 in 1-year period) No
Lago Vista Drive 14 0 No
Monte Cielo Dr 17 0 No
1 Highest vehicle volume during AM, midday, or PM peak period is shown. 2 Reported collisions since 2020.
3 All-way stop control warrants per the CA MUTCD.

Pedestrian Hybrid Beacons
A Pedestrian Hybrid Beacon (PHB) signal, often referred to as a “HAWK” signal, is a traffic control device designed to help pedestrians safely cross higher-speed roadways at midblock crossings and uncontrolled intersections. They are generally considered on multilane (3+ lanes), higher speed roads (>35 mph). The PHB remains dark until activated by a pedestrian, at which point it displays flashing yellow followed by solid yellow to warn drivers to prepare to stop. When pedestrians receive the "WALK" signal, the beacon facing drivers shows two solid red lights requiring drivers to stop completely. After the "WALK" phase ends, pedestrians will see a flashing "DON'T WALK" that means pedestrians already in the crosswalk can continue to the other side, but pedestrians not yet in the crosswalk should not start crossing. During this time, drivers will see alternating flashing red lights allowing them to proceed if the crosswalk is clear.

Finally, the signal will return to dark mode until it is activated again. More details about how these signals function is available at www.beverlyhills.org/HAWK.

Table 3: Findings of Pedestrian Hybrid Beacon Analysis
Coldwater
Cañon
Intersection
Total Pedestrians
(9-Hours)1
Pedestrians Crossing
Coldwater Cañon
(> per hour 20 required)
MUTCD Guidance
Met?2
Loma Linda
Drive 13 0 No
Lindacrest
Drive 7 0 No
1 Pedestrian volumes from 7-10AM, 11AM-1PM, 3-7PM.
2 Pedestrian hybrid beacon installation guidance per the CA MUTCD.

Meeting Date: November 19, 2024

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Table 4: Pedestrian Activity at Study Intersections
Coldwater
Cañon
Intersection
Total Pedestrians
(9-Hours)1
Pedestrians Crossing
Coldwater Cañon
Loma Linda
Drive 13 0
Cabrillo
Drive 15 2
Lindacrest
Drive 7 0
Lago Vista
Drive 14 1
Monte Cielo
Drive 13 2
1 Pedestrian volumes from 7-10AM, 11AM-1PM, 3-7PM.

Distinction in Justification of PHBs vs. Traffic Signals Traditional traffic signals must meet specific numerical warrants – rigid thresholds for factors like traffic volumes, pedestrian volumes, crash history, etc. These warrants are prescriptive requirements that must be met to justify installation.

In contrast, PHBs use guidance rather than warrants. The CA MUTCD treats PHB installation criteria as guidelines rather than strict requirements, and considers the roadway characteristics, traffic volumes, gaps in traffic, vehicle speeds, and pedestrian activity.

The difference in how these two devices are justified in the CA MUTCD provides more flexibility in considering use of a PHB. Engineering judgment plays a larger role in PHB decisions. The guidelines can be flexibly applied based on site-specific conditions, meaning locations that might not meet traditional signal warrants could still qualify for a PHB if engineering analysis supports it (e.g., a PHB may be considered where there are low pedestrian volumes if other factors suggest a need, such as roadway characteristics, vehicle speeds, or lack of gaps in traffic which makes crossing more difficult).

FISCAL IMPACT
The cost for Fehr & Peers to conduct the warrant analysis $28,600 is funded through the approved FY24-25 Capital Improvement Budget in CIP No. 00100 Complete Streets. The cost for constructing the three crosswalks recommended at the August meeting totaled approximately $300,000. With City Council direction to not install those crosswalks, that amount will be deducted from the construction contract.

The cost to construct one PHB signal is estimated to be approximately $400,000. Funding is available for up to two PHB signals using the $300,000 saved from the three original crosswalks, as well as funds in the approved FY24-25 Capital Improvement Budget in CIP No. 00210 Traffic Signal System Upgrades and CIP No. 00100 Complete Streets.

RECOMMENDATION
The nine signal warrants and stop sign warrants were evaluated for all five intersections and indicate that none of the study locations meet the warrants for the installation of a traffic signal or all-way stop control. Therefore, staff recommends no traffic signals or all-way stop controls be installed on Coldwater Cañon Drive.

Although Lindacrest Drive and Loma Linda Drive do not meet the suggested pedestrian volume thresholds in the CA MUTCD guidelines for PHBs, several other factors support their Meeting Date: November 19, 2024

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consideration: daily vehicle volumes exceeding 24,000, observed speeds over 35 mph, and insufficient gaps in traffic for safe pedestrian crossing during peak hours. While the enhanced, high-visibility crosswalk designs recommended at the August meeting do follow industry standard designs for these conditions, engineering judgment suggests PHBs could be appropriate safety improvements at these locations. Staff requests City Council direction regarding the potential design and installation of PHBs at one or more of these sites.

Shana Epstein,
Director of Public Works
Approved By
Attachment 1

STAFF REPORT
Meeting Date: August 6, 2024
To: Honorable Mayor & City Council
From: Daren Grilley, Assistant Director of Public Works/City Engineer Subject: Consideration of Coldwater Roadway Rehabilitation Project Attachments: 1. Final Pavement Design of Coldwater Cañon Drive

2. Coldwater Cañon Drive Crosswalk Feasibility Study

INTRODUCTION
This report introduces the Coldwater Cañon Drive Roadway Rehabilitation Project, including work completed to date that has necessitated the rehabilitation and recommended changes to the roadway configuration that, if approved, would be completed after street resurfacing.

Community Engagement/Prior Commission and City Council Actions Over the years, the City has worked with residents to identify and implement a number of changes to the roadway to address their concerns with excessive vehicle speeds, illegal/unsafe passing, and traffic collisions:
 January 2020: City staff met with residents to discuss concerns and agreed to evaluate roadway reconfiguration options both in the near-term and longer-term as part of street construction for the water main replacement project.  February 2020: The Traffic and Parking Commission (TPC)/City Council Liaison Committee requested that Coldwater Cañon Drive traffic concerns and potential roadway reconfiguration options be placed on the March 5, 2020, TPC agenda.  March 2020: The TPC expressed support for near-term traffic control and striping changes, including center lane delineators, refreshed lane markings, additional signage, and new white edge lines (installed in July 2020). A preliminary study was BEVERL
HILLS
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Meeting Date: August 6, 2024

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presented that concluded stop sign controls or traffic signals were not warranted per State guidelines or recommended at any of the intersecting streets (Woodland Drive, Loma Linda Drive, Cabrillo Drive, Lindacrest Drive, Lago Vista Drive, and Monte Cielo Drive). Speed humps were also evaluated and determined to not be safe or appropriate due to the traffic volume, speed limit and grade of the street.  March 2021: The City distributed a community survey to residents along Coldwater Cañon Drive with two options for a new striping plan in the long-term, including (1) a two-way center turn lane and (2) on-street parking with left turn pockets, as the roadway is not wide enough to support both options.  April 2021: The TPC reviewed community feedback and expressed support for the on-street parking option, as most residents participating in the survey requested this option.
 September 2022: City staff held a community meeting regarding the upcoming water main replacement project, during which residents (1) requested the new striping plan be implemented as soon as possible and (2) provided a petition requesting at least two crosswalks be installed between the existing controlled intersections at Beverly Drive and Heather Road, which are approximately one mile apart.
 November 2022: City Council directed staff to implement the new striping plan in advance of water main construction (completed March 2023) and explore the addition of new crosswalks.
 August 2023: Crosswalk and left-turn lane studies and recommendations were presented to the TPC. The meeting was publicly noticed through mailings as well as signs and banners along Coldwater Cañon Drive. TPC supported developing designs for the three locations identified as feasible. Crosswalks are discussed in more detail in the next section.
 April 2024: Water main construction concluded. City installed a test of centerline curb where the street curves at Woodland Drive to further address community traffic safety concerns.
 July 2024: Staff held a community meeting to discuss the roadway rehabilitation project design and construction impacts. Although the majority of residents in attendance were in favor of the crosswalks, a few expressed concerns that the crosswalks were unnecessary or would be less safe than no crosswalks at all.

DISCUSSION
Between February 2023 and April 2024, the City completed the installation of more than 10,000 lineal feet of water main on Coldwater Cañon Drive between Rexford Drive and Monte Cielo Drive. Construction involved continuous trenching that meandered along the alignment of the street to avoid existing underground utilities. Wide areas of the pavement were removed, covered with steel plates, and patched as this work progressed.

The old pavement combined with the construction to replace the water main necessitated a rehabilitation of the full width of pavement along Coldwater Cañon Drive. The final pavement design (Attachment 1), which includes the new striping plan and three new crosswalks, was completed in May 2024, and bids were received on July 23, 2024. City Council consideration of award of the construction contract is agendized for the August 6, 2024, City Council Formal Meeting.

Recommended Crosswalks
As discussed above, many residents asked City staff to install crosswalks “at 2 or more intersections” along Coldwater Cañon Drive. The traffic engineering firm, Fehr & Peers, Meeting Date: August 6, 2024

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prepared a feasibility study (Attachment 2) that investigated five possible locations for crosswalks. The study evaluated sight distance, proximity to driveways and other infrastructure (e.g., utility poles, catch basins), trees and lighting. The following three locations were identified as feasible for installation of crosswalks:
 Loma Linda Drive;
 Lindacrest Drive; and
 Monte Cielo Drive.

In response to feedback received at the August 3, 2023, Traffic and Parking Commission meeting, the crosswalk locations were slightly modified to eliminate the need for tree removal. However, some tree pruning may still be needed for pedestrian visibility.

Installation of the crosswalks would not impact on-street parking, as parking is already restricted at these locations. While the Loma Linda Drive and Monte Cielo Drive locations are not anticipated to result in significant reductions in vehicle speeds, the Lindacrest Drive location may have a traffic calming effect due to the pedestrian refuge island. If the crosswalks are approved, staff will work with the City of Los Angeles to install advanced warning signage, and possibly additional flashing warning lights, to alert drivers of crosswalks ahead.

Distances Between Crosswalks
Distance is a primary factor in a person’s initial decision to walk. The distance between existing controlled crossings at Beverly Drive and Heather Road is just about 5,280 feet (27 minutes walking time1). The distances and walking times between the three proposed crosswalks are shown below:

Proposed Locations Distance
Between
Crosswalks
Walking
Time
N. Beverly Drive (Fire Station #2) to Loma
Linda Drive
2,150 feet 10 min.

Loma Linda Drive to Lindacrest Drive 950 feet 5 min.

Lindacrest Drive to Monte Cielo 1,650 feet 8 min.

Enhanced Crosswalk Designs
The proposed crosswalks would have high-visibility “continental” markings and ADAcompliant curb ramps. Based on traffic volume and speeds on the street, in accordance with federal design guidance and best practices, the proposed crosswalks would be enhanced for improved visibility and conspicuity pedestrian-activated Rectangular Rapid Flashing Beacons (RRFBs) on both sides of the street and overhead in the center of the street. RRFBs consist of pairs of rectangular-shaped, yellow LED arrays that flash with a high frequency when activated. RRFBs are identified by the Federal Highway Administration (FHWA) as a proven safety countermeasure with the ability to significantly minimize vehicle-pedestrian crashes and increase driver yielding rates. The FHWA reports that RRFBs can increase motorist yielding rates up to 98% (compared to marked crosswalks without them) and are particularly effective on streets with speed limits less than 40 mph. RRFBs have been installed at numerous locations in Beverly Hills, including at South Santa Monica/Lasky, 400 block N. Camden Drive, Robertson/Chalmers, and 1 Typical walking speeds range from 2.0 to 4.3 feet/second. A walking speed of 3.5 feet/second was used for this report.

Meeting Date: August 6, 2024

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Burton Way at Palm and at Oakhurst. The Coldwater Cañon/Lindacrest crosswalk is also proposed to include a pedestrian refuge island, also a proven safety countermeasure, to allow pedestrians to cross one direction of traffic at a time. Pedestrian islands are not included at Loma Linda or Monte Cielo due to constraints near the left turn lanes.

The three crosswalk locations are consistent with recommendations from a 2023 citywide study, supported by the Traffic and Parking Commission, which identified locations for new crossings on arterial and collector streets with long distances (e.g., greater than 1,000-1,200 feet for collectors with lower levels of pedestrian activity, such as Coldwater Cañon) between existing traffic control (traffic signals, flashing beacons, etc.) that present an obstacle or deterrent to pedestrian travel. The three recommended locations are also consistent with national best practices to provide marked crosswalks at intervals that discourage crossing midblock. For example, the National Association of City Transportation Officials (NACTO) states that, in general, if it takes a person more than three minutes to walk to a crosswalk, wait to cross the street, and then resume their journey, they may decide to cross along a more direct, but unsafe or unprotected, route.

In addition, the proposed crosswalks are consistent with guidance from the U.S.

Department of Transportation FHWA, which states, “Pedestrians are legitimate users of the transportation system, and they should, therefore, be able to use this system safely and without unreasonable delay. Pedestrians have a right to cross roads safely, and planners and engineers have a professional responsibility to plan, design, and install safe and convenient crossing facilities. Pedestrians should be included as design users for all streets.”2

FISCAL IMPACT
The requested total purchase order amount, including a 10% construction contingency allowance, for the Roadway Rehabilitation Project on Coldwater Cañon Drive is $5,780,000. The cost of the three proposed crosswalks totals approximately $300,000, or about 5% of the total construction cost. Funds for this project are budgeted in the Fiscal Year 2024/25 Capital Improvement Program in CIP No. 00195 Street and Sidewalk Improvements.

RECOMMENDATION
Staff recommends that City Council approve the plans and specifications and award of contract for the Roadway Rehabilitation Project (Project) on Coldwater Cañon Drive at the August 6, 2024, Formal Meeting.

If City Council wishes to modify the plans for the Project, staff recommends that City Council approve the award of the contract as presented and direct staff to negotiate with the Contractor on specific changes following execution of the contract.

Shana Epstein,
Director of Public Works
Approved By
2 Safety Effects of Marked Versus Unmarked Crosswalks at Uncontrolled Locations. Report HRT-04-100, Federal Highway Administration, Washington, DC. September 2005.

Attachment 1

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GENERAL NOTES AND CIVIL DETAILS

AREA MAP
N.T.S.

TYPICAL SECTIONS AND PAVEMENT REHABILITATION DETAILS

PROJECT CONTROL PLAN

IMPROVEMENT PLAN KEYMAP

N BEVERLY DRIVE PAVEMENT IMPROVEMENT PLANS

COLDWATER CAI-ION DRIVE PAVEMENT IMPROVEMENT PLANS

COLDWATER CARON DRIVE PAVEMENT IMPROVEMENT PLANS

COLDWATER CAI-ION DRIVE PAVEMENT IMPROVEMENT PLANS

COLDWATER CARON DRIVE PAVEMENT IMPROVEMENT PLANS

MONTE CIELO DRIVE PAVEMENT IMPROVEMENT PLANS

CROSS-SECTIONS

CR - CTIONS

COLDWATER CARON DRIVE STRIPING PLAN
RRFB & CROSSWALK LIGHTING PLAN: LOMA LINDA DRIVE
RRFB & CROSSWALK LIGHTING PLAN: LOMA LINDA DRIVE
RECTANGULAR RAPID FLASHING BEACON (RRFB): NOTES AND

DETAILS
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STA 10+50
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PRIVATE ENGINEER'S NOTICE TO CONTRACTORS

CONTRACTOR FURTHER AGREES THAT HE SHALIL ASSUME SOLIE AND COMPLIETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALIL DEFIEND, INDEMNIFY AND HOLD LOCAL GOVERNMENT AGENCIES, THE

OWNER AND THE ENGINEER HARMLESS OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLIE NEGLIGENCE OF THE OWNER OR ENGINEER.

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NOTICE TO CONTRACTOR

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR SUBSTRUCTURES SHOWN HEREON WAS OBTAINED FROM A SEARCH OF AVAILABLE RECORDS. TO THE

BEST OF OUR KNOWILIEDGE, THERE ARE NO KNOWN EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS

TO PROTECT THE UTILITIES OR SUBSTRUCTURES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS.

BASIS Of BEARINGS
(BEVERLY HILLS): THE BEARINGS SHOWN HEREON ARE BASED UPON THE

BEARING BETWEEN A BRASS CAP IN A WELL MONUMENT AT THE INTERSECTION

OF WILSHIRE BOULIEVARD AND BEVERLY DRIVE AND A NAIL AND TAG AT THE INTERSECTION OF BEVERLY DRIVE AND DAYTON DRIVE, BEING N39"31'19"W

BENCHMARK
THE FOLILOl'f1NG CITY OF BEVERLY HILLS BENCHMARKS WERE USED (NAVD88):

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BM 130 EL=307.78
THE FOLILOl'f1NG CITY OF LOS ANGELES BENCHMARKS WERE USED (NAVD88):

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TWO WORKING DAYS BEFORE YOU DIG
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THESE DRAWINGS ARE INS1RUl.4ENTS OF SERVICE AND ARE THE PROPERTY OF CANNON. ALL DESIGNS AND INFCF!l.4ATION ON THESE DRAWINGS ARE FOR USE OF THE SPEOFlED PROJECT AND SHALL NOT BE USED OTHERWISE OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON.

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STORM DRAIN MANHOLIE

SANITARY SEWER

SANITARY SEWER MANHOLE
STREET
STEEL

STANDARD

STATION

TO BE DETERMINED

TELEPHONE MANHOLE

TIME WARNER

TYPICAL
UNKOWN

UNDERGROUND TELIEPHDNE

VETRIFIED CLAY PIPE

VERTICAL
VAULT

WATER OR WEST

WEST OF

WATER METER

WATER SERVICE

WATER VALVE

EMERGENCY TELEPHONE NUMBERS
AGENCY

DIG ALIERT

CITY OF BEVERLY HILILS

SOUTHERN CALIFORNIA GAS COMPANY

SOUTHERN CALIFORNIA EDISON COMPANY

PACIFIC BELL TELIEPHONE COMPANY

AMERICAN TELEPHONE AND TELEGRAPH COMPANY (AT&T)

ADELPHIA COMMUNICATIONS

CONTINENTAL CABLE TELIEVISION COMPANY (CHARTER/SPECTRUM)

LOS ANGELIES COUNTY DEPARTMENT OF PUBLIC WORKS

METROPOLITAN FIBER SYSTEMS (MFS)

LOS ANGELIES DEPARTMENT OF WATER & POWER

METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA

MCI WORLDCOM

CAL TRANS
NUMBER
811
310 285-2467
310 687-2032
714 796-9931
310 515-5130
805 255-8573
818 779-2673
310 216-3523
626 458-5100
714 385-9860
213 367-1218
213 217-6340
909 421-5033
213 897-0243
COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT

TITLE SHEET

SCALES AS SHOWN
F.B. NO. PAGE TO
DESIGNED AJS CATI: 5/21/2024
CRAWN NS/ALM CATI: 5/21/2024
CHECKED JE CATE 5/21/2024
6/18/24 ADDENDUM NO. 2 AJS

REVISION BY
sueM1TTED Sam er Elayyan. P .E.

APPROVED Daren Grilley. P.E. PT0E
JOB N0._~2~2~1~7 __
SHEET NO. 1 OF 26 SHEETS
DRWG.

NO,
DATE 5 15 2024
DATE 5 15 2024
7175

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
7175
DATE 5 15 2024
DATE 5 15 2024

ENGINEERING DIVISION
811
310 285-2467
310 687-2032
714 796-9931
310 515--5130
805 255-8573
818 779--2673
310 216--3523
626 458-5100
714 385-9860
213 367-1218
213 217-6340
909 421--5033
213 897--0243
NUMBER
DRWG.

NO.

PULL BOX

PROPERTY LINE

POINT OF CONNECTION

PORTLAND CEMENT CONCRETE

POWER POLE

REVERSE CURVE

RESTRAINED LENGTH

RIGHT OF WAY
RIGHT
SOUlHERN CALIFORNIA EDISON

STORM DRAIN

STORM DRAIN MANHOLE

SANITARY SEWER

SANITARY SEWER MANHOLE
STREET
STEEL

STANDARD

STATION

TO BE DETERMINED

TELEPHONE MANHOLE

TIME WARNER

TYPICAL
UNKOWN

UNDERGROUND TELEPHONE

VETRIFIED CLAY PIPE

VERTICAL
VAULT

WATER OR WEST

WEST OF

WATER METER
WA lER SERVICE

WATER VALVE
PB
PL
POC
PCC
pp
RC
RL
R/W
RT
SCE
SD
SDMH
ss
SSMH
ST
sTL
STD
STA
TBD
TMH
TW
TYP
UNK
UT
VCP
VERT
LT
w
w/O
WM
ws
WV

CITY OF BEVERLY HILLS, CALIFORNIA
JOB No. 2217
SHEET NO. 1 OF 26 SHEETS
APPROVED Daren Grilley, P.E. PTOE
suere_ Samer Elayyan, P.E,

PUBLIC WORKS DEPARTMENT
AJS
UMITS OF MILL AND OVERLAY PER TYPICAL SECTION A, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3

ABANDON OR ABANDONED
ASPHALT CONCRElE

AIR VACUUM/AIR RELEASE

BEGIN CURVE

BUTTERFLY VALVE

BOULEVARD

BENCHMARK

BLOW OFF
CENlERLINE

CAST IRON

CLEANOUT

DUCTILE IRON

DUCTILE IRON PIPE

ELECTRICAL

END CURVE

ELEVATION

EXISTING
FLANGE

FINISH GRADE

FIRE HYDRANT
GAS

GAS METER

GAS VALVE

HOT MIX ASPHALT

HYDRANT
INVERT
LEFT

LINEAR FEET

MANHOLE

MECHANICAL JOINT

MONUMENT
NOR TH
TO
o»re 5/21/2024
o»re 5/21/2024
o»re 5/21/2024
LEGEND
PROPERTY LINE EX SDMH 0
RIGHT--OF-WAY EX SSMH ®
CENTERLINE EX CLEANOUT ° sco
CURB EX ELECTRIC MH o,

EX ELECTRIC VAULT
g
CURB & GUTTER y¢

EX AT&T MH @ mu
FENCE EX AT&T BOX U couu

RETAINING WALL -------

EX TRAFFIC BOX D TSPB
- ---

EX TIME WARNER BOX
CONTOURS 0a
EXISTING WATER MAIN w EX FIRE HYDRANT
.F
PROPOSED WATER MAIN w EX STREET LIGHT
SANITARY SEWER LINE ss MONUMENT A
STORM DRAIN LINE SD EX STORM DRAIN INLET @

SO CAL GAS LINE G EX CURB INLET

SCE ELECTRIC LINE E

OVERHEAD WIRES OH EX POWER POLE
'0>
FIBER OPTICS/COMM FO EX FOUR--WAY SIGN +

TIME WARNER LINE TW EX TWO-WAY SIGN
BOLLARD • UNDERGROUND AT&T UT
0 STREET LIGHT LINE SL TREE

SHARED AT&T/SCE DUCT BANK AT&-T/SCE
TYPICAL LATERALS xx
l l
ABN WATER VALVE 6

AC PANG
EXISTING WATER VALVE p CONCRETE . I
a •

EX WATER METER I

EX WATER ISOLATION CONTROL VALVE % AN
v

PRESSURE ZONE

EX AIR RELEASE VALVE
•
BLOW--OFF 0

EX GAS METER 0o AIR RELEASE VALVE A

EX GAS VALVE
p

ABBREVIATIONS
ABN
AG
AV/AR
BC
BEV
BLVD
BM
BO
€
cl
co
DI
DIP
E
EC
EL
EX.

FLG
FG
FH
G
GM
GV
HMA
HYD
INV
LT
LF
MH
MJ
MON
N

COLDWATER CANON

ROADWAY REHABILITATION PROJECT

TITLE SHEET

PAVEMENT LEGEND

DIG ALERT

CITY OF BEVERLY HILLS

SOUTHERN CALIFORNIA GAS COMPANY
SOUlHERN CALIFORNIA EDISON COMPANY

PACIFIC BELL TELEPHONE COMPANY

AMERICAN TELEPHONE AND TELEGRAPH COMPANY (AT&T)

ADELPHIA COMMUNICATIONS

CONTINENTAL CABLE TELE MSION COMPANY (CHARTER/'SPECTRUM)

LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS

METROPOLITAN FIBER SYSTEMS (MFS)

LOS ANGELES DEPARTMENT OF WATER & POWER

METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA

MCI WORLDCOM

CAL TRANS
AGENCY
(77

EMERGENCY TELEPHONE NUMBERS
PAGE
REMS1ON
ADDENDUM NO. 2

SCALES AS SHOWN
DATE
ceceo JE
ow» NS/ALM
oesioNeo AJS
F.B. NO.
6/18/24
5 0ITY Or LOS ANGELES

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OE

CANNON ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE

OF THE SPECIFIED PROJECT AND SHALL NOT BE USED OTHERMSE OR

REPRODUCED MTHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON cannon
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BENCHMARK
THE FOLLOWING CITY OF LOS ANGELES BENCHMARKS WERE USED (NAVD88):

BM 13-15238 EL=193.044
THE FOLLOWING CITY OF BEVERLY HILLS BENCHMARKS WERE USED (NAVD88):

BM 91 EL=224.69
BM 41 EL=136.71
BM 26 EL=275.08
BM 130 EL=307.78
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BASIS Of BEARINGS
Buena 'gr Fullerton
coos 7u,4-]
SHEET NO.
2 3
4 5
6 7
STA 1+00 10+50 8
STA 10+50 15+50 9
STA 15+50 20+00 10
STA 20+00 25+00 11
STA 25+00 30+00 12
STA 30+00 35+00 13
STA 35+00 40+00 14
STA 40+00 45+00 15
STA 454+00 49+50 16
STA 49+50 54+50 17
STA 54+50 59+50 18
STA 59+50 62+31 19
STA 1+00 4+50 20
21 2
22-A
23 A
24 25
26 .tfeytointe
Downey
Lakewood
(BEVERLY HILLS): THE BEARINGS SHOWN HEREON ARE BASED UPON THE

BEARING BETWEEN A BRASS CAP IN A WELL MONUMENT AT THE INTERSECTION

OF WILSHIRE BOULEVARD AND BEVERLY DRIVE AND A NAIL AND TAG AT THE INTERSECTION OF BEVERLY DRIVE AND DAYTON DRIVE, BEING N3931'19"W Compton
Los Angeles

BEVERLY HILLS
N.T.S.

AREA MAP
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COLDWATER CANON DRIVE STRIPING PLAN
GH NG PL N: LIND
RRFB & CROSSWALK LIGHTING PLAN: LOMA LINDA DRIVE
RRF8 & CROSSWALK LIGHTING PLAN: LOMA LINDA DRIVE
RECTANGULAR RAPID FLASHING BEACON (RRFB): NOlES AND

DETAILS

SHEET TITLE

TITLE SHEET

GENERAL NOTES AND CIML DETAILS

TYPICAL SECTIONS AND PAVEMENT REHABILITATION DETAILS

PROJECT CONTROL PLAN

IMPROVEMENT PLAN KEYMAP

N BEVERLY DRIVE PAVEMENT IMPROVEMENT PLANS

COLDWATER CANON DRIVE PAVEMENT IMPROVEMENT PLANS

MONTE CIELO DRIVE PAVEMENT IMPROVEMENT PLANS

CROSS-SECTIONS

CR -SECTIONS

SHEET INDEX
Topshga
State Park
2 NOTICE TO CONTRACTOR
Hill /a..

PRIVATE ENGINEER'S NOTICE TO CONTRACTORS

CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD LOCAL GOVERNMENT AGENCIES, THE

OWNER AND THE ENGINEER HARMLESS OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR SUBSTRUClURES SHOWN HEREON WAS OBTAINED FROM A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, lHERE ARE NO KNOWN EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT THE UTILITIES OR SUBSTRUClURES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
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9 11900 Olympic Blvd, Suite 530
Los Angeles, CA 90064
P 310.664.1166 F 310.664.8877
12/31/2025
NO. 54105
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I. GENERAL NOTES
NAJFIQ6110NS;

1. lHE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO lHE PROJECT ON SATURDAY, SUNDAY OR HOLIDAY AT ANY TIME EXCEPT AS APPROVED BY lHE ENGINEER. NO WORK IS ALLOWED DURING lHE WEEK OF lHANKSGIVING OR FROM DECEMBER 24 lHROUGH JANUARY 2.

2. lHE CONTRACTOR SHALL PROVIDE A 48 HOUR WRITTEN NOTIFICATION TO THE CITY OF BEVERLY HILLS PUBLIC WORKS DEPARTMENT (310-285-2467) AND ALL AFFECTED PROPERTIES, THE POLICE DEPARTMENT AND THE FIRE DEPARTMENT OF

ALL CONSTRUCTION OPERATIONS AND SERVICES DISRUPTIONS, INCLUDING ANY STREET CLOSURE TO TRAFFIC, PUBLIC SAFETY VEHICLES AND/OR PARKING RESTRICTIONS DURING THE ALL CONSTRUCTION PERIODS.

3. lHE 00N'IRACT0R SHAU. CONTACT QTY URBAN fQiES I IIANAGER, 411 HOURS PRIOR TO 1RIMIIIIG ANY IN IERFER,nG lREES OR TRENatlNG NEAR lHE 1REES WHlat CAN DISTURB 11£ 1REE ROOlS.

4. lHE CONTRACTOR IS TO CONTACT UNDERGROUND SERVICE ALERT AT 811 AT LEAST 72 HOURS PRIOR TO EXCAVATION. UPON EXPOSING ANY UTILITIES UNDERGROUND FACILITY lHE CONTRACTOR SHALL NOTIFY lHAT UTILITY IMMEDIATELY.

PEBMDB!'BEA ■ 6JJ<IIS Nil QRQINN!Of5:

5. lHE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM THE CITY OF BEVERLY HILLS AND ANY OlHER APPROPRIATE JURISDICTIONAL AGENCIES THAT MAY BE REQUIRED TO ACCOMPLISH ALL WORK \'f1THIN lHE PUBLIC RIGHT-OF-WAY. NO WORK SHALL START UNTIL ALL NECESSARY PERMITS ARE OBTAINED.

6. THE CONTRACTOR SHALL COMPLY \'f1TH ALL LOCAL SOUND CONTROL AND NOISE LEVEL RULES, REGULATIONS AND ORDINANCES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT.

QENERAI,,;

7. ALL STA TI ON ING IS BASED ON THE CENTERLINE OF STREET OR ALLEY AS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED.

8. ALL DIMENSIONS ARE IN FEET OR DECIMALS THEREOF.

9. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.

10. lHE ENGINEER WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUlHORIZED CHANGES TO OR USES OF THESE PLANS.

ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE ENGINEER.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AN APPROVED COPY OF CONSTRUCTION PLANS AT lHE PROJECT SITE DURING CONSTRUCTION. ALL DRAWINGS ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW OF THE PROJECT DRA\'f1NGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES lHAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF lHE ENGINEER PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED.

12. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

13. THE CONTRACTOR SHALL SUPPLY ALL EQUIPMENT, LABOR AND MATERIALS NECESSARY TO PERFORM THE WORK SHOWN ON THE PLAN. CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WllH THE SPECIFIED REQUIREMENTS AND lHE METHODS NEEDED PRIOR TO PERFORMANCE OF WORK.

14. CONTRACTOR SHALL COORDINATE ALL WORK, INCLUDING SUBCONTRACTOR'S WORK, SO AS TO ELIMINATE CONFLICTS AND WORK TOWARDS lHE GENERAL GOOD AND COMPLETION OF lHE ENTIRE PROJECT \'f1THIN THE SPECIFIED PERIOD.

15. FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE SUFFICIENT CAUSE FOR THE AGENCY TO ARRANGE FOR THE NECESSARY WORK TO BE PERFORMED BY OTHERS. ANY COSTS INCURRED TO COMPLETE THE NECESSARY WORK WILL BE CHARGED TO THE CONTRACTOR.

E>QSDIG YDYTIES/4PPYBIANAHCES4M'DSC P!HG;

16. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WAS KNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY lHE DESIGN CONSULTANT IN PREPARING lHE DRAWINGS. THE LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE FACILITIES ARE APPROXIMATE AND NOT ALL UTILITIES AND FACILlllES MAY BE INDICATED. OVERHEAD UTILlllES ARE NOT INDICATED IN ELEVATIONS, PROFILE OR SECTION DRAWINGS. THE ENGINEERING INVESTIGATIONS, LOCATION, AND DESIGNATION OF SUBSURFACE UTILITIES INDICATED IN lHESE CONTRACT DOCUMENTS HAVE BEEN PERFORMED TO QUALITY LEVEL C IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRINCIPALS AND PRACTICES AS OUllUNED IN ASCE STANDARD AND GUIDELINE BULLETIN CI/ASCE 38-02 UNLESS OTHERWISE DESIGNATED. THE INFORMATION PROVIDED BY UTILITY AND SUBSTRUCTURE OWNERS IN VARIOUS INSTANCES DO NOT INDICATE DEPTHS TO THEIR FACILITIES. WHERE DEPTH INFORMATION WAS NOT AVAILABLE, UTILITIES WERE PLOTTED AT DEPTHS AT WHICH SUCH UTILITIES AND SUBSTRUCTURES ARE COMMONLY FOUND. WllHOUT POTHOLING THE DEPTHS CANNOT NOT BE VERIFIED AND IT IS lHE CONTRACTORS RESPONSIBILITY TO VERIFY ALL LOCATION INFORMATION OF EXISTING UTILITIES AND SUBSTRUCTURES FOR lHE PROJECT.

17. VARIOUS EXISTING UTILITIES ARE INDICATED AT lHEIR HORIZONTAL LOCATION AND DEPlH BASED UPON POTHOLE INFORMATION PROVIDED BY THE POTHOLING COMPANY, AND ARE REFERENCE ONLY AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL BECOME FAMILIAR WllH THE PLANS AND SHALL VERIFY SITE CONDITIONS PRIOR TO THE ORDERING OF MATERIALS AND COMMENCING WORK.

18. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD. IF THE FIELD CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, lHE CONTRACTOR SHALL IMMEDIATELY NOTIFY lHE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL lHE CHANGED CONDITIONS HAVE BEEN EVALUATED. ANY WORK

PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY APPLICABLE CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE O\'f1NER OR lHE ENGINEER.

19. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH lHE OWNER OF EACH UTILITY AND DEFINE THE REQUIREMENTS AND MElHODS TO ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED WORK. THE CONTRACTOR SHALL EXERCISE CARE WHEN WORKING NEAR EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGE, BREAKAGE, OR LEAKS CAUSED BY HIS WORK.

20. ALL EXISTING UTILITIES SHALL BE MAINTAINED AND PROTECTED IN PLACE BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

EXISTING UTILITIES AND OR NEW IMPROVEMENTS SHALL BE SUPPORTED AS REQUIRED BY THE ENGINEER IN ACCORDANCE \'f1TH A APWA STANDARD PLAN 224 - 1.

21. lHE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THE REMOVAL OR RELOCATION OF ANY AND ALL EXISTING UTILITIES WllH THE RESPECTIVE UTILITY OWNER. COST OF lHIS COORDINATION IS TO BE INCLUDED IN lHE PRICE IS FOR THE VARIOUS IMPROVEMENTS TO COMPLETE lHE PROJECT. THE CONTRACTOR SHALL PROVIDE 72 HOUR NOTICE TO AFFECTED

UTILITIES WHEN RELOCATION IS REQUIRED

22. ANY WALLS, FENCES, STRUCTURES AND/OR APPURTENANCES ADJACENT TO THIS PROJECT SHALL BE PROTECTED IN PLACE.

IF lHE CONTRACTORS ACTIVITIES DAMAGE OR ADVERSELY AFFECT THE SAID ITEMS IN ANY WAY, THE CONTRACTOR IS

RESPONSIBLE FOR WORKING OUT AN ACCEPTABLE SOLUTION TO THE SATISFACTION OF THE AFFECTED PROPERTY OWNERS AT lHE CONTRACTORS COST.

23. lREES AND FQUAGE (TO DRP LINE). !IGNS, PARKING METERS AND 011£R IMPROVEIIENlS SHAU. BE Pl<uTECIED Ill Pl.ACE AND ANY DAMAGE TO EXISTING IMPROVEIIENlS SHAU. BE REPAIRED OR lHE IIPROVEIIENlS REPLACED Ill KIND AT lHE C0N1RAC10RS EXPENSE.

24. lHE CONTRACTOR IS TO BE AWARE OF ALL OVERHEAD LINES AT ALL TIMES, SO AS NOT DISTURB lHEM.

25. ALL FIRE HYDRANTS, WATER CONTROL VALVES, AND MAINTENANCE HOLES SHALL BE KEPT FREE FROM OBSTRUCTIONS AND AVAILABLE FOR USE AT ALL TIMES.

26. SEWER AND GAS LATERALS LOCATIONS ARE NOT SHOWN AND CONTRACTOR SHALL LOCATE AND PROTECT SEWIER FACILITIES IN PLACE. REFER TO APWA STANDARD PLANS 232-2 FOR HOUSE SEWER CONNECTION REMODELING. 'IR/,EFIQ mN'IRtlz/PMKINQ;

27. lHE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR THE COMPLETION OF THE PROPOSED IMPROVEMENTS IN ACCORDANCE WllH THE DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION AND THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITIONS, TO THE SATISFACTION OF THE ENGINEER.

28. CONTRACTOR MAY PROHIBIT PARKING WITHIN lHE CONSTRUCTION LIMITS AND IN ADJACENT AREAS AS NECESSARY TO COMPLETE lHE WORK, SUBJECT TO THE APPROVAL OF lHE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POST "NO PARKING - TOW-AWAY° SIGNS WITH SPECIFIC TIME FRAMES AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF ACTUAL WORK.

29. TRAFFIC CONTROL DEVICES AND METHODS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROL (SAF-T) OR WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL) LATEST EDITION.

30. DURING NON-CONSTRUCTION HOURS. ALL EXCAVATIONS MUST BE PLATED OR BACKFILLED WllH TEMPORARY ASPHALT CONCRETE. ALL PLATES NEEDED TO BE SECURED IN PLACE TO lHE SATISFACTION OF THE ENGINEER. AT THE END OF EACH

WORKING DAY ROADS SHALL BE OPEN TO VEHICLE TRAFFIC UNLESS OTHERWISE APPROVED BY THE ENGINEER

31. USE OF TRENCH PLATING MAY BE APPROVED BY lHE CITY ENGINEER UPON SUBMITTAL OF A PLATING PLAN AND APPROVAL OF PLAN BY THE CITY ENGINEER. ALL PLATING SHALL BE FIRMLY SUPPORTED BY ADJACENT PAVEMENT OR BEAMS. ALL PLATES IN A.C. PAVEMENT SHALL BE STUDDED INTO PAVEMENT WITH TOP PLATES FLUSH WllH PAVEMENT SURFACE. THERE SHALL BE NO OPENINGS BETWEEN PLATES. PLATES SUPPORTED ON BEAMS SHALL BE BOLTED TO OR WELDED TO BEAMS BY TACK WELDING. TACK WELDING SHALL BE REQUIRED OF CONTIGUOUS PLATES. PLATES SHALL BE SECURED SO AS NOT TO MOVIE, SLIP OR SLIDE AND CAPABLE OF CARRYING H-20 WHEEL LOADING. STEEL PLATES SHALL BE STEEL OF MINIMUM A36 GRADE DESIGNED FOR H520-44 TRUCK LOADING PER CALTRANS BRIDGE DESIGN SPECIFICATION MANUAL. ALL PLATE SURFACES SHALL BE ROUGHENED OR RAISED WITH MINIMUM COEFFICIENT OF FRICTION EQUIVALENT TO 0.35 PER CALIFORNIA TEST METHOD 342, TO MINIMIZE TIRE SLIPPAGE. FOR CONCRETE SECTION OF STREETS lHE PLATES MAYBE PLACE ON SURFACE AND HELD IN PLACE WITH ASPHALT CONCRETE EDGE BERMS AND STUDS INTO DRILLED HOLES. SEE CITY OF BEVERLY HILLS STANDARD DETAIL BH-113.

32. lHE CONTRACTOR SHALL CONTACT THE CITY TRAFFIC OPERATION MANAGER TO TURN OVER REMOVED EXISTING SIGNAGE TO lHE CITY. SIGNAGE SHALL BE REMOVED AND REPLACED.

33. lRAFFIC SlRIPING, MARKINGs, AND RAISED PAIIEIIENT MARKERS SHAU. BE REINSTAil.ED IN KIND OR AS iliiE.CIED BY lHE QTY ENGINEER AND N01ED Ill lHE SPECIAL PROVl!IONS UPON COMPI.E110N aF TRENat REPAIR AND/OR PAIIEIIENT RESIORATION. AU. NEW SlRIPINO AND MARKINGS SHAU. BE 1HERIIOPLAST1C UNLESS APPROVED OlHERWISE BY lHE QTY ENGINEER.

SAFE]Y;

34. PRIOR TO COMMENCING lHE EXCAVATION OF A TRENCH 5 FEET IN DEPTH AND GREATER AND INTO WHICH A PERSON WILL BE REQUIRED TO DESCEND, THE CONTRACTOR SHALL FIRST OBTAIN A PERMIT TO DO SO FROM lHE DIVISION OF INDUSTRIAL SAFETY OF lHE STATE OF CALIFORNIA (CAL OSHA) PURSUANT TO 7-10. 4.1. lHE CONTRACTOR SHALL SUBMIT A COPY OF lHE SHORING PLAN AND PERMIT TO lHE ENGINEER PRIOR TO EXCAVATION. SAFETY IS STRESSED. ANY OPERATION OR SITUATION lHAT lHREATENS THE SAFETY OF WORKERS OR PUBLIC, INCLUDING IMPROPER TRAFFIC CONTROL, SHALL CAUSE lHE SUSPENSION OF WORK.

35. HARD HATS AND HIGH VISIBILITY ORANGE VESTS SHALL BE WORN AT ALL TIMES WHEN WORKING ON lHE PROJECT. :KI\ISIJE CQNQCQANSb'I B 10 NXfSS:

36. lHE CONTRACTOR SHALL BE RESPONSIBLE DURING ALL PHASES OF lHE WORK TO PROVIDE FOR PUBLIC SAFETY AND CONVENIENCE. THE CONTRACTOR SHALL ESTABLISH ADEQUATE ACCESS TO DRIVEWAYS AT lHE END OF EACH WORKING DAY TO lHE SATISFACTION OF THE ENGINEER.

37. PEDESTRIAN ACCESS IS TO BE PROVIDED AND MAINTAINED BY THE CONTRACTOR AT THE END OF EACH WORK DAY.

38. lHE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDlllONS, INCLUDING SAFETY

OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION AND UNTIL THE WORK IS FORMALLY ACCEPTED BY THE CITY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORKING HOURS DESCRIBED IN THE PROJECT SPECIFICATIONS.

39. IN THE CASE OF SUSPENSION OF WORK FOR ANY CAUSE WHATSOEVER, lHE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

MATERIALS AND SHALL PROPERLY STORE THEM IF NECESSARY AND SHALL ERECT TEMPORARY STRUCTURE WHERE NECESSARY. THE CITY WILL NOT BE HELD RESPONSIBLE FOR lHE CARE OR PROTECTION OF ANY MATERIAL OR PARTS OF lHE WORK PRIOR TO FINAL ACCEPTANCE, UNLESS OTHERWISE SPECIFIED.

40. lHE CONTRACTOR IS RESPONSIBLE TO OBTAIN HIS OWN STAGING AREA (LAY DOWN AREA) FOR ALL TOOLS, EQUIPMENT, MATERIAL, AND PARKING. AT lHE END OF EACH DAY, CONTRACTOR SHALL REMOVE ALL MATERIALS, DEBRIS AND FOREIGN MATERIAL, AND EQUIPMENT FROM THE JOB SITE UNLESS OlHERWISE APPROVED BY THE ENGINEER.

41. lHE CONTRACTOR SHALL MAINTAIN AND CLEAN, IF NECESSARY, ALL EXISTING ONSITE AND/OR ADJACENT STORM DRAIN INLETS AFFECTED BY CONSTRUCTION DURING THE COURSE OF CONSTRUCTION AND UNTIL lHE WORK IS FORMALLY ACCEPTED BY lHE CITY.

42. ALL DEBRIS AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED DISPOSAL SITE. lHE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FOR THE TRANSPORTATION OF MATERIAL TO AND FROM THE SITE. lHE REMOVAL AND DISPOSAL OF DEMOLlllON ITEMS (TREES, PAVEMENT, SOIL, ETC.), SHALL BE AT lHE CONTRACTOR'S EXPENSE.

43. lHE CONTRACTOR IS ADVISED lHAT ALL EXCAVATED MATERIAL AND DEBRIS CREATED BY REMOVAL OPERATIONS SHALL BECOME THE CONTRACTORS PROPERTY ANO SHALL BE REMOVED FROM lHE JOBSITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL AGENCIES AFFECTED BY THE WORK UNLESS INSTRUCTED BY THE ENGINEER TO DO OTHERWISE. SALVAGE ALL EXISTING MANHOLE COVERS AND FRAMES, HYDRANTS AND BLOW-OFFS AND DELIVER lHEM TO THE CITY YARD.

SLJBYEt:

44. lHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL SURVEY MONUMENTS INCLUDING PROPERTY CORNER MARKERS. PRIOR TO COMMENCEMENT OF WORK ALL SURVEY MONUMENTS IN lHE PROJECT AREA SHALL BE LOCATED AND TIED OUT. lHE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPLACING ANY SURVEY MONUMENTS THAT ARE DISTURBED DURING CONSTRUCTION. PROPERTY CORNER MARKERS AND SURVEY MONUMENTS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RE-ESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF CALIFORNIA.

45. CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE PERFORMED BY A PROFESSIONAL SURVEYOR LICENSED IN lHE STATE OF CALIFORNIA.CONSTRUCTION STAKING SHALL BE PROVIDED AT 25 FEET INTERVALS AND AT ALL ANGLE POINTS AND APPURTENANCES ..

GB6Qtl9;

46. ALL GRADING OPERATIONS SHALL BE DONE IN ACCORDANCE TO THE PROJECT PLANS. IF ANY UNFAVORABLE CONDlllONS

ARE ENCOUNTERED AT ANY TIME DURING GRADING OPERATIONS, GRADING IN THAT AREA SHALL STOP UNTIL APPROVED CORRECTIVE MEASURES ARE OBTAINED.

47. lHE PROPOSED GRADE IS THE FINAL GRADE AND NOT THE ROUGH GRADE. THE CONTRACTOR SHALL SUBTRACT lHE lHICKNESS OF THE PAVED SECTION AND/OR LANDSCAPE TOP SOIL SECTION TO ARRIVE AT lHE ROUGH GRADE ELEVATION.

48. STRAIGHT GRADE SHALL BE MAINTAINED BETWEEN CONTOUR LINES AND SPOT ELEVATIONS OlHERWISE SHOWN ON THE PLANS.

49. ALL FILL SOILS OR SOILS DISTURBED OR OVER EXCAVATED DURING CONSTRUCTION SHALL BE COMPACTED TO 9511: MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D-1557.

CQNSJBUCJION AHP NAJEP!61 St

50. lHE CONTRACTOR SHALL REPLACE ALL EXISTING IMPROVEMENTS (PAVEMENT, STRIPING, DOTS AND REFLECTORS) DAMAGED DURING CONSTRUCTION IN KIND AND DO lHE SAME OR BETTER CONDITION.

51. ALL PORTLAND CEMENT CONCRETE PCC AND ASPHAL TIC CONCRETE AC SHALL BE REMOVED TO A SAWCUT, COLD JOINT OR SCORE MARK. NO FLOATER SILABS LESS THAN 3 FEET WIDE WILL BE PERMITTED UNLESS OTHERWISE NOTED. P.C.C. AND A.C.

REMOVALS SHALL BE SAWCUT FULL DEPTH IN THE NECESSARY WORK AREA. SAWCUT SLURRY SHALL BE REMOVED WllH THE VACUUM MACHINE AND DISPOSED OF PROPERLY NO SLURRY SHALL BE ALLOWED TO ENTER THE STORM DRAIN SYSTEM. 52 SHOULD ANY LINEAR OR AREA TRENCH JOINT BE LOCATED WllHIN 36 INCHES OF AN EXISTING PAVEMENT PATCH AND/OR CURB & GUTTER ALIGNMENT, THE ADJACENT PAVEMENT SECTION/PATCH MUST BE REMOVED AND REPAVED ALONG WllH THE TRENCH PAVEMENT RESTORATION.

53. ALL DAMAGED AND/OR REMOVED DRIVEWAY APPROACH, PCC SIDEWALK OR CURB& GUTTER SHALL BE RECONSTRUCTED ACCORDING TO THE CITY STANDARDS.

54. IT WILL BE lHE CONTRACTOR'S RESPONSIBILITY TO ADJUST TO FINISHED GRADE EXISTING SEWER AND STORM DRAIN

MAINTENANCE MANHOLES AND COVERS AND AND ALL OTHER UTILITY BOX AND VALVE COVERS AND INSTALL CONCRETE COLLAR TO MATCH FINISHED GRADE.

55. WATER SHALL BE PROVIDED ON SITE AND USED TO CONTROL DUST DURING CONSTRUCTION OPERATIONS. rrs CONTRACTOR'S RESPONSIBILITY TO APPLY AND PAY FOR CONSTRUCTION WATER.

56. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR EXCESSIVE WEAR AND TEAR TO ROADS OR ADJACENT PUBLIC

OR PRIVATE PROPERTY CAUSED BY CONSTRUCTION-RELATED WORK, AND SHALL BE RESPONSIBLE FOR ANY OTHER WORK REQUIRED TO PREVENT SUCH DAMAGE.

57. ALL EXISTING STREET IMPROVEMENTS OUTSIDE OF THE PROJECTS LIMIT OF WORK DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT lHE CONllRACTORS EXPENSE, AS DIRECTED BY THE ENGINEER, AND TO THE SATISFACTION OF THE O\'f1NER. 5a AS REQUIRED BY lHE ENGINEER, THE CONTRACTOR SHALL FURNISH AND OPERATE A SELF-LOADING MOTOR SWIEEPER \'f1TH

SPRAY NOZZLES AT LEAST TWICE EACH WORKING DAY TO KEEP PAVED AREAS ACCEPTABLY CLEAN WHEREVER CONSTRUCTION, INCLUDING RESTORATION IS INCOMPLETE.

PPOFCI a OSE QUI•

59. THE CONTRACTOR SHALL PROVIDE THE ENGINEER \'f1TH MARKED UP RECORD DRAWINGS AT THE COMPLETION OF THE PROJECT.
(EX) STORM DRAIN CURB INLET

TO BE PROTECTED IN PLACE
•
. .
·•
••
•
• . .a.'
., . . ... 4i, • .

SAWCUT AT FACE OF INLET
•
•

DOWEL INTO SIDE OF (EX) STORM DRAIN
BOX WI TH 12" LONG /14 DOWIELS AT
2-FT O.C. WllH 6" EMBEDMENT

FINISHED GRADE PER PAVEMENT

IMPROVEMENT PLANS

SAWCUT (EX) PCC AT UP OF GUTTER

REMOVE (EX) CONCRETE GUTTER PAN
AND UNDERLAYING CONCRETE PAVEMENT.

RECONSTRUCT GUTTER PAN WITH 8"
lHICK CLASS 560-C-3250 PCC OVER 4"
CMB AT 9011: RELATIVE COMPACTION.

PROPOSED PAVEMENT SECTION
PER SHEET 3, SEE NOTE 1.

STORM DRAIN GUTTER PLAN RECONSTRUCTION DETAIL DIGOUT WIDTH PER PLAN

FINISHED SURFACE
PER PLAN N.T.S.
(EX) HMA • • ... . • . . 1 ., ..•

PROTECT IN PLACE
{EX) PAVEMENT

SECTION OUTSIDE OF

DIGOUT LIMITS
_;;,.:o.._;:__.,..:.,, __ 6" THICK HMA
•. .i .. .,· .•
..

PLACED IN (2) LIFTS
PER NOTE 7
/14 0 16" O.C. E.W.
. .•
'-·.•.·~ "4
PROTECT IN / .• :-·· -.' •
·:4
•
6" MIN. CONCRETE CAP WllHIN MEDIAN, CLASS
560-C-3250 \'f1TH TRANSVERSE AND LONGITUDINAL
WEAKENED PLANE JOINTS EVERY 2.5' PER CITY OF
BEVERLY HILLS STANDARD DWG. BH 104
PLACE (EX) PCC A_· • . 4 . ·: •
ENCOUNTERED • ·•
WITHIN DIGOUT ~.,.,..,'=">77
EXCAVATION. ~ ---4" THICK STATIC ROLLED
6" CONCRETE CURB PER
SPPWC 120-3, A1-6
TYP. ALL AROUND

FINISHED SURFACE

PER PLAN
(EX) PCC, WHERE EXISTS
DOWIEL INTO EXISTING PCC WI TH /14 REBAR
\'f11H 5" EMBEDMENT AT 4-FT O.C., PER
SPPWC 120-3. WHERE EXISTS
• . .. • . •.
4 ,.
., 4 .. ., . • • .... • ·.a .•
/14 LONGITUDINAL BARS

TOP AND BOTTOM
•

FINISHED SURFACE

PER PLAN
"ii
PLACE MIN. 4" lHICK CMB AT
90" RELATIVE COMPACTION
BENEAlH IMPROVEMENTS WHERE

NO EXISTING PCC EXISTS
l!IQ1ES;

UNCOMPACTED (EX)

NATIVE SUBGRADE

CRUSHED ROCK

GEOGRID
(TENSAR TRIAX, OR APPROVED EQUAL)

STABILIZATION FABRIC
(MIRAFI HP 570, OR APPROVED EQUAL)

1. PERFORM 3.5" MILL AS DIRECTED IN TYPICAL SECTION C, SHEET 3.

2. EXCAVATE AND REMOVE EXISTING PAVEMENT SECTION TO A MINIMUM DEPlH OF 14" BELOW MILLED SURFACE WITHIN DIGOUT LIMITS. PROTECT IN PLACE ANY EXPOSED PCC PAVEMENT.

3. PLACE STABILIZATION FABRIC UPON UNCOMPACTED NATIVE SUBGRADE .

4. PLACE 4" lHICK STATIC ROLLED CRUSHED ROCK LAYER .

5. PLACE GEOGRID OVERTOP CRUSHED ROCK LAYER.

6. PLACE 4" lHICK CMB AND COMPACT TO 90" RELATIVE COMPACTION.

7. PLACE 6" lHICK C2-PG-64-10 HMA SECTION IN (2) 3" THICK LIFTS TO BRING DIGOUT PAVING LEVEL WITH MILLED SURFACE. ALLOW EACH UFT TO COOL COMPLETELY BEFORE PLACING ADDITIONAL LIFTS.

8. COMPLETE PAVEMENT SECTION PER TYPICAL SECTION C, SHEET 3. ----2
RAISED MEDIAN DETAIL 0
N.T.S.

LOCALIZED DIGOUT PAVEMENT SECTION
N.T.S. 0
NYLOPLAST 10"e INLINE DRAIN WITH
8"e OUTLET, ONE-PIECE DUCTILE

IRON FRAME, AND BICYCLE SAFE,
H-20 STANDARD GRATE,
(2712AG08N, OR APPROVED EQUAL)
8"e N-12 DUAL ---a

WALL HOPE
8"e INJECTION ---\.

MOLDED 45• ELBOW
{EX.) TOP OF CURB
(EX.) FLOWLINE
S= 0.5,"
MIN.
8"e INJECTION ---..

MOLDED END CAP
8"e INJECTION
MOLDED 45• WYE
8"e INJECTION
MOLDED 45" WYE, SEE

SECTION B

SECTION A
(PARALLEL WITH FACE OF CURB)
NYLOPLAST 1 o·• INLINE DRAIN WITH 8"•

OUTLET, ONE-PIECE DUCTILE IRON FRAME,
AND BICYCLE SAFE, H-20 STANDARD GRATE,
(2712AG08N, OR APPROVED EQUAL)
NYLOPLAST 15" SQUARE INTEGRATED DUCTILE
• :._ .·.: .. '
IRON FRAME AND BICYCLE SAFE, H-20 STANDARD
GRATE {MODEL 1599CGS, OR APPROVED EQUAL)
(EX.) CATCH BASIN
8"e N-12 DUAL

WALL HOPE
8"e INJECTION
MOLDED 45" WYE WllH
B"e END CAP ON
UPSTREAM OPENING.

SEE SECTION A
CONNECT TO {EX.)

CATCH BASIN PER
SECTION C.
8"e N-12 DUAL

WALL HOPE
8"e WATERTIGHT

CONNECTOR JOINT
SECI10N B
(PERPENDICULAR TO FACE OF CURB)
----4
GROUNDWATER DRAINAGE DETAIL 0
N.T.S.

REMOVE AND REPLACE SECTION OF CURB, GUTTER, AND

CURB DRAIN(S) BETWEEN NEAREST EXPANSION JOINTS
AS AGREED UPON BY lHE ENGINEER FOR THE

INSTALLATION OF THE DRAIN INLET
(EX.) CURB
DRAIN
12"e CORE INTO CATCH BASIN,
INSTALL 8"e N-12 DUAL WALL HOPE,
LINK SEAL {MODEL C), AND GROUT

BOTH SIDES OF PENETRATION TO

CREA TE WATER TIGHT SEAL,
NYLOPLAST 12" DRAIN BASIN (MODEL
2812AG12X, OR APPROVED EQUAL) SECl10N C
COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT

SCALES AS SHOWN
,.- Cannon
GENERAL tiO I ES AND CML

DETAILS
F.B. NO. PAGE TO
DESIGNED AJS DATT: 5/21/2024 Samer Elayyan. P.E. 5 15 DATT: 5/21/2024 SUBMITTED DATE

DRAWN NS/ALM
2024
CHECKED JE DATE 5/21/2024
APPROVED Daren Grilley. P.E. PT0E DATE 5 15 2024
6/18/24 ADDENDUM NO. 2 AJS
JOB NO. 2217 DRWG.

SHEET NO. 2 OF 26 SHEETS NO. 7175

CITY OF BEVERLY HILLS, CALIFORNIA

TWO WORKING DAYS BEFORE YOU DIG
THESE DRAWINGS ARE INS1RUl.4ENTS OF SERVICE AND ARE THE PROPERTY OF CANNON. ALL DESIGNS AND INFCF!l.4ATION ON THESE DRAWINGS ARE FOR USE OF THE SPEOFlEO PROJECT AND SHALL NOT BE USED OTHER'MSE OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON. DATT: REVISION BY PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 0 FINISHED SURFACE

PER PLAN

PROTECT IN PLACE
(EX) PAVEMENT

SECTION OUTSIDE OF

DIGOUT LIMITS
6" THICK HMA
• •
PLACED IN (2) LIFTS
PER NOTE 7
•
d
• 4 4
•
«
4" THICK CMB AT 95%
• RELATIVE COMPACTION 4

SECTION C
-4" THICK STATIC ROLLED

CRUSHED ROCK

GEOGRID
(TENSAR TRIAX, OR APPROVED EQUAL)

STABILIZATION FABRIC
(MIRAFT HP 570, OR APPROVED EQUAL)

DIGOUT WIDTH PER PLAN

COLDWATER CANON

ROADWAY REHABILITATION PROJECT

GENERAL NOTES AND CML

DETAILS
(EX.) CURB
DRAIN
•
•
12"% CORE INTO CATCH BASIN,
INSTALL 8"% N-12 DUAL WALL HDPE,

LINK SEAL (MODEL C), AND GROUT

BOTH SIDES OF PENETRATION TO

CREATE WATER TIGHT SEAL,
NYLOPLAST 12" DRAIN BASIN (MODEL
2812AG12X, OR APPROVED EQUAL)
•

LOCALIZED DIGOUT PAVEMENT SECTION
N.T.S.

NYLOPLAST 15" SQUARE INTEGRATED DUCTILE
IRON FRAME AND BICYCLE SAFE, H--20 STANDARD
GRATE (MODEL 1599CGS, OR APPROVED EQUAL)
REMOVE AND REPLACE SECTION Of CURB, GUTTER, AND

CURB DRAIN(S) BETWEEN NEAREST EXPANSION JOINTS

AS AGREED UPON BY THE ENGINEER FOR THE
INSTALLATION Of THE DRAIN INLET

1. PERFORM 3.5" MILL AS DIRECTED IN TYPICAL SECTION C, SHEET 3.

2. EXCAVATE AND REMOVE EXISTING PAVEMENT SECTION TO A MINIMUM DEPTH OF 14" BELOW MILLED SURFACE WTHIN DIGOUT LIMITS, PROTECT IN PLACE ANY EXPOSED PCC PAVEMENT.

3. PLACE STABILIZATION FABRIC UPON UNCOMPACTED NATIVE SUBGRADE.

4. PLACE 4" THICK STATIC ROLLED CRUSHED ROCK LAYER.

5. PLACE GEOGRID OVERTOP CRUSHED ROCK LA YER.

6. PLACE 4" THICK CMB AND COMPACT TO 90% RELATIVE COMPACTION.

7. PLACE 6" THICK C2-PG-64-10 HMA SECTION IN (2) 3" THICK LIFTS TO BRING DIGOUT PAVING LEVEL WITH MILLED SURFACE. ALLOW EACH LIFT TO COOL COMPLETELY BEFORE PLACING ADDITIONAL LIFTS.

8. COMPLETE PAVEMENT SECTION PER TYPICAL SECTION C, SHEET 3. (EX)
LIP Of
GUTTER
12°
(EX) HMA

UNCOMPACTED (EX)

NATIVE SUBGRADE
1 ¢ 4 • «d

PROTECT
IN�
•
PLACE (EX) Pc " "

ENCOUNTERED

THIN DIGOUT
EXCAVATION.

F.B. NO. PAGE TO
DESIGNED AJS o»re 5/21/2024
Samer Elayyan, P.E. 5 15 2024
o»re 5/21/2024

SUBMIT TED DATE

DRAWN NS/ALM
CHECKED JE o»re 5/21/2024
APPROVED Daren Grilley, P.E. PTOE DATE 5 15 2024
6/18/24 ADDENDUM NO. 2 AJS
JOB NO. 2217 DRWG.

SHEET NO. 2 OF 26 SHEETS NO. 7175

CITY OF BEVERLY HILLS, CALIFORNIA
DATE REMS1ON BY

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
8" N-12 DUAL

WALL HDPE
8"% WATERTIGHT

CONNECTOR JOINT

SECTION B
(PERPENDICULAR TO FACE Of CURB)
•
•
«
•
44 LONGITUDINAL BARS

TOP AND BOTTOM
#4 616 0.C. E.W.

FINISHED SURFACE

PER PLAN
.
8"% N-12 DUAL

WALL HDPE

PROPOSED PAVEMENT SECTION
PER SHEET 3, SEE NOTE 1.

SAWCUT (EX) PCC AT LIP OF GUTTER

REMOVE (EX) CONCRETE GUTTER PAN
AND UNDERLAYING CONCRETE PAVEMENT.

RECONSTRUCT GUTTER PAN WTH 8
THICK CLASS 560-C-3250 PCC OVER 4
CMB AT 90% RELATIVE COMPACTION.

PLACE MIN, 4" THICK CMB AT
90% RELATIVE COMPACTION

BENEATH IMPROVEMENTS WHERE

NO EXISTING PCC EXISTS
N.T.S.

DOWEL INTO SIDE OF (EX) STORM DRAIN
BOX MTH 12" LONG #4 DOWELS AT
2--FT 0.C. WMITH 6" EMBEDMENT

FINISHED GRADE PER PAVEMENT

IMPROVEMENT PLANS

SCALES AS SHOWN
-
GROUN
-
DWATER
-
DRAIN
-
AGE D
-
ETAIL
-0 4
N.T.S.
•
8"$ INJECTION
MOLDED 45 WYE WTH
8"% END CAP ON
UPSTREAM OPENING.

SEE SECTION A
t.CONNECT TO (EX.)

CATCH BASIN PER
SECTION C.

NYLOPLAST 10"% INLINE DRAIN WTH 8"%

OUTLET, ONE-PIECE DUCTILE IRON FRAME,
AND BICYCLE SAFE, H-20 STANDARD GRATE,
(2712AG08N, OR APPROVED EQUAL)
(EX.) CATCH BASIN
cannon
•
•
•
•
«

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OE

CANNON ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE

OF THE SPECIFIED PROJECT AND SHALL NOT BE USED OTHERMSE OR

REPRODUCED MTHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON 4 1.0%
44 016 0.C. E.W
s= 0.5%
MIN.
d
•
•

WIDTH PER PLAN
d
• f

1.0%
.. cu
d
•
•
(EX.) TOP Of CURB
(EX.) FLOWLINE
'
f
•
d
•
•
1••
•
•

SAWCUT AT FACE OF INLET
•
CIVILOF CA
-

RAISED ME
-
DIAN DETAIL
-----10 2
N.T.S.
•
•
•
d
•
•
(EX) STORM DRAIN CURB INLET

TO BE PROTECTED IN PLACE
• •
1 •
<
•
«
•
•
«
•
•
oFES$76
.EVA;
t --
- Z
( in
f
cc1 f
••

STORM DRAIN GUTTER PLAN RECONSTRUCTION DETAIL
4 •

SECTION A
(PARALLEL WITH FACE Of CURB)
8"8 INJECTION
MOLDED 45 WYE, SEE

SECTION B
8"% INJECTION
MOLDED 45 WYE
8"$ INJECTION l( \
MOLDED END CAP l) thl]
8"¢ N
W
-
A
1 L
2 L
D
H
U
O
A
PE
L ]
8" INJECTION {/
MOLDED 45 ELBOW
6" CONCRETE CURB PER
SPPW€ 120--3, A1-6
TYP. ALL AROUND

FINISHED SURFACE

PER PLAN
NYLOPLAST 10" INLINE DRAIN WTH
8" OUTLET, ONE--PIECE DUCTILE

IRON FRAME, AND BICYCLE SAFE,
H-20 STANDARD GRATE,
(2712AG08N, OR APPROVED EQUAL)
6" MIN. CONCRETE CAP WTHIN MEDIAN, CLASS
560-C--3250 WTH TRANSVERSE AND LONGITUDINAL
WEAKENED PLANE JOINTS EVERY 2.5' PER CITY OF
BEVERLY HILLS STANDARD DWG. BH 104
(EX) PCC, WHERE EXISTS
DOWEL INTO EXISTING PCC MTH 44 REBAR
TH5" EMBEDMENT AT 4-FT O.C., PER
SPPWC 120-3, WHERE EXISTS
811

TWO WORKING DAYS BEFORE YOU DIG

59. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MARKED UP RECORD DRAWINGS AT THE COMPLETION Of THE PROJECT.

ROECT GOSE. QT;
OBSLIE CONDITIONS PUBLIC. ACCESS;
ENGINEER.

SAEED

34. PRIOR TO COMMENCING THE EXCAVATION OF A TRENCH 5 FEET IN DEPTH AND GREATER AND INTO WHICH A PERSON WILL

BE REQUIRED TO DESCEND, THE CONTRACTOR SHALL FIRST OBTAIN A PERMIT TO DO SO FROM THE DIMSION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA (CAL OSHA) PURSUANT TO 7-10. 4.1. THE CONTRACTOR SHALL SUBMIT A COPY OF THE SHORING PLAN AND PERMIT TO THE ENGINEER PRIOR TO EXCAVATION. SAFETY IS STRESSED. ANY OPERATION OR

SITUATION THAT THREATENS THE SAFETY OF WORKERS OR PUBLIC, INCLUDING IMPROPER TRAFFIC CONTROL, SHALL CAUSE THE SUSPENSION OF WORK.

35. HARD HATS AND HIGH VISIBILITY ORANGE VESTS SHALL BE WORN AT ALL TIMES WHEN WORKING ON THE PROJECT.

36. THE CONTRACTOR SHALL BE RESPONSIBLE DURING ALL PHASES Of THE WORK TO PROVIDE FOR PUBLIC SAFETY AND CONVENIENCE. THE CONTRACTOR SHALL ESTABLISH ADEQUATE ACCESS TO DRIVEWAYS AT THE END Of EACH WORKING DAY TO THE SATISFACTION Of THE ENGINEER.

37. PEDESTRIAN ACCESS IS TO BE PROVIDED AND MAINTAINED BY THE CONTRACTOR AT THE END Of EACH WORK DAY.

38. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS, INCLUDING SAFETY

OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION AND UNTIL THE WORK IS FORMALLY ACCEPTED BY THE CITY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO SHALL NOT BE LIMITED TO WORKING HOURS DESCRIBED IN THE PROJECT SPECIFICATIONS.

39. IN THE CASE OF SUSPENSION OF WORK FOR ANY CAUSE WHATSOEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

MATERIALS AND SHALL PROPERLY STORE THEM IF NECESSARY AND SHALL ERECT TEMPORARY STRUCTURE WHERE NECESSARY. THE CITY WILL NOT BE HELD RESPONSIBLE FOR THE CARE OR PROTECTION OF ANY MATERIAL OR PARTS OF THE WORK PRIOR TO FINAL ACCEPTANCE, UNLESS OTHERWISE SPECIFIED.

40. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN HIS OWN STAGING AREA (LAY DOWN AREA) FOR ALL TOOLS, EQUIPMENT, MA TERIAL, AND PARKING. AT THE END OF EACH DAY, CONTRACTOR SHALL REMOVE ALL MATERIALS, DEBRIS AND FOREIGN MATERIAL. AND EQUIPMENT FROM THE JOB SITE UNLESS OTHERWMSE APPROVED BY THE ENGINEER.

41. THE CONTRACTOR SHALL MAINTAIN AND CLEAN, IF NECESSARY, ALL EXISTING ONSITE AND/OR ADJACENT STORM DRAIN INLETS AFFECTED BY CONSTRUCTION DURING THE COURSE Of CONSTRUCTION AND UNTIL THE WORK IS FORMALLY ACCEPTED BY THE CITY.

42. ALL DEBRIS AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED DISPOSAL SITE. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FOR THE TRANSPORTATION OF MATERIAL TO AND FROM THE SITE. THE REMOVAL AND DISPOSAL OF DEMOLITION ITEMS (TREES, PAVEMENT, SOIL, ETC.), SHALL BE AT THE CONTRACTOR'S EXPENSE.

43. THE CONTRACTOR IS ADVISED THAT ALL EXCAVATED MATERIAL AND DEBRIS CREATED BY REMOVAL OPERATIONS SHALL

BECOME THE CONTRACTORS PROPERTY AND SHALL BE REMOVED FROM THE JOBSITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL AGENCIES AFFECTED BY THE WORK UNLESS INSTRUCTED BY THE ENGINEER TO DO OTHERWISE. SALVAGE ALL EXISTING MANHOLE COVERS AND FRAMES, HYDRANTS AND BLOW-OFFS AND DELIVER THEM TO THE CITY YARD.

SREY

44. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL SURVEY MONUMENTS INCLUDING PROPERTY CORNER MARKERS. PRIOR TO COMMENCEMENT OF WORK ALL SURVEY MONUMENTS IN THE PROJECT AREA SHALL BE LOCATED AND TIED OUT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPLACING ANY SURVEY MONUMENTS THAT ARE DISTURBED DURING CONSTRUCTION. PROPERTY CORNER MARKERS AND SURVEY MONUMENTS DAMAGED BY CONSTRUCTION ACTIVMTIES SHALL BE RE--ESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF CALIFORNIA.

45. CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE PERFORMED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF CALIFORNIA.CONSTRUCTION STAKING SHALL BE PROVIDED AT 25 FEET INTERVALS AND AT ALL ANGLE POINTS AND APPURTENANCES..

GRADING:

46. ALL GRADING OPERATIONS SHALL BE DONE IN ACCORDANCE TO THE PROJECT PLANS. If ANY UNFAVORABLE CONDITIONS

ARE ENCOUNTERED AT ANY TIME DURING GRADING OPERATIONS, GRADING IN THAT AREA SHALL STOP UNTIL APPROVED CORRECTIVE MEASURES ARE OBTAINED.

47. THE PROPOSED GRADE IS THE FINAL GRADE AND NOT THE ROUGH GRADE. THE CONTRACTOR SHALL SUBTRACT THE THICKNESS Of THE PAI/ED SECTION AND/OR LANDSCAPE TOP SOIL SECTION TO ARRIVE AT THE ROUGH GRADE ELEVATION.

48. STRAIGHT GRADE SHALL BE MAINTAINED BETWEEN CONTOUR LINES ANO SPOT ELEVATIONS OTHERWISE SHOWN ON THE PLANS.

49. ALL FILL SOILS OR SOILS DISTURBED OR OVER EXCAVATED DURING CONSTRUCTION SHALL BE COMPACTED TO 95% MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D-1557.

CONSTRUCTION AND MATERIALS;

50. THE CONTRACTOR SHALL REPLACE ALL EXISTING IMPROVEMENTS (PAVEMENT, STRIPING, DOTS AND REFLECTORS) DAMAGED DURING CONSTRUCTION IN KIND AND DO THE SAME OR BETTER CONDITION.

51. ALL PORTLAND CEMENT CONCRETE PCC AND ASPHALTIC CONCRETE AC SHALL BE REMOVED TO A SAWCUT, COLD JOINT OR SCORE MARK. NO FLOATER SLABS LESS THAN 3 FEET WIDE WILL BE PERMITTED UNLESS OTHERWISE NOTED. P.C.C. AND A.C.

REMOVALS SHALL BE SAWCUT FULL DEPTH IN THE NECESSARY WORK AREA. SAWCUT SLURRY SHALL BE REMOVED WITH THE VACUUM MACHINE AND DISPOSED OF PROPERLY NO SLURRY SHALL BE ALLOWED TO ENTER THE STORM DRAIN SYSTEM.

52. SHOULD ANY LINEAR OR AREA TRENCH JOINT BE LOCATED WTHIN 36 INCHES OF AN EXISTING PAVEMENT PATCH AND/OR

CURB & GUTTER ALIGNMENT, THE ADJACENT PAVEMENT SECTION/PATCH MUST BE REMOVED AND REPAVED ALONG WMITH THE TRENCH PAVEMENT RESTORATION.

53. ALL DAMAGED AND/OR REMOVED DRIVEWAY APPROACH, PCC SIDEWALK OR CURB& GUTTER SHALL BE RECONSTRUCTED ACCORDING TO THE CITY STANDARDS.

54. IT WLL BE THE CONTRACTOR'S RESPONSIBILITY TO ADJUST TO FINISHED GRADE EXISTING SEWER AND STORM DRAIN

MAINTENANCE MANHOLES AND COVERS AND AND ALL OTHER UTILITY BOX AND VALVE COVERS AND INSTALL CONCRETE COLLAR TO MATCH FINISHED GRADE.

55. WATER SHALL BE PROVIDED ON SITE AND USED TO CONTROL DUST DURING CONSTRUCTION OPERATIONS. IT'S CONTRACTOR'S RESPONSIBILITY TO APPLY AND PAY FOR CONSTRUCTION WATER.

56. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR EXCESSIVE WEAR AND TEAR TO ROADS OR ADJACENT PUBLIC

OR PRIVATE PROPERTY CAUSED BY CONSTRUCTION-RELATED WORK, AND SHALL BE RESPONSIBLE FOR ANY OTHER WORK REQUIRED TO PREVENT SUCH DAMAGE.

57. ALL EXISTING STREET IMPROVEMENTS OUTSIDE OF THE PROJECT'S LIMIT OF WORK DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE, AS DIRECTED BY THE ENGINEER, AND TO THE SATISFACTION Of THE OWNER.

58. AS REQUIRED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH AND OPERATE A SELF-LOADING MOTOR SWEEPER WITH

SPRAY NOZZLES AT LEAST TWICE EACH WORKING DAY TO KEEP PAVED AREAS ACCEPTABLY CLEAN WHEREVER CONSTRUCTION, INCLUDING RESTORATION IS INCOMPLETE.

GENERAL NOTES

GENERAL

7. ALL STATIONING IS BASED ON THE CENTERLINE OF STREET OR ALLEY AS SHOWN ON THE PLANS UNLESS OTHERWSE NOTED.

8. ALL DIMENSIONS ARE IN FEET OR DECIMALS THEREOF.

9. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 1D. THE ENGINEER 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 ENGINEER.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AN APPROVED COPY OF CONSTRUCTION PLANS AT THE PROJECT SITE DURING CONSTRUCTION. ALL DRAWINGS ARE CONSIDERED TO BE PART or THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW Of THE PRO..ECT DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED.

12. NOTES AND DETAILS ON THE DRAWMNGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

13. THE CONTRACTOR SHALL SUPPLY ALL EQUIPMENT, LABOR AND MATERIALS NECESSARY TO PERFORM THE WORK SHOWN ON THE PLAN. CONTRACTOR SHALL USE ADEQUATE NUMBERS Of SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND

EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WTH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED PRIOR TO PERFORMANCE OF WORK.

14. CONTRACTOR SHALL COORDINATE AU WORK, INCLUDING SUBCONTRACTOR'S WORK, SO AS TO ELIMINATE CONFLICTS AND WORK TOWARDS THE GENERAL GOOD AND COMPLETION Of THE ENTIRE PROJECT WTHIN THE SPECIFIED PERIOD.

15. FAILURE TO COMPLY WMITH ANY OF THE ABOVE ITEMS SHALL BE SUFFICIENT CAUSE FOR THE AGENCY TO ARRANGE FOR THE NECESSARY WORK TO BE PERFORMED BY OTHERS. ANY COSTS INCURRED TO COMPLETE THE NECESSARY WORK WILL BE CHARGED TO THE CONTRACTOR.

EXSTING UTILITIES/APPURTANANOES.A.ANDSCAPING;

16. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT

SUCH INFORMATION WAS KNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY THE DESIGN CONSULTANT IN PREPARING THE DRAWMNGS. THE LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE FACILITIES ARE APPROXIMATE AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. OVERHEAD UTILITIES ARE NOT INDICATED IN ELEVATIONS, PROFILE OR SECTION DRAWMNGS. THE ENGINEERING INVESTIGATIONS, LOCATION, AND DESIGNATION OF SUBSURFACE UTILITIES INDICATED IN

THESE CONTRACT DOCUMENTS HAVE BEEN PERFORMED TO QUALITY LEVEL C IN ACCORDANCE WTH GENERALLY ACCEPTED ENGINEERING PRINCIPALS AND PRACTICES AS OUTLINED IN ASCE STANDARD AND GUIDELINE BULLETIN CI/ASCE 38--02 UNLESS OTHERWMSE DESIGNATED. THE INFORMATION PROVIDED BY UTILITY AND SUBSTRUCTURE OWNERS IN VARIOUS INSTANCES DO NOT INDICATE DEPTHS TO THEIR FACILITIES. WHERE DEPTH INFORMATION WAS NOT AVAILABLE, UTILITIES WERE PLOTTED AT DEPTHS AT WHICH SUCH UTILITIES AND SUBSTRUCTURES ARE COMMONLY FOUND. WTHOUT POTHOLING THE

DEPTHS CANNOT NOT BE VERIFIED AND IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL LOCATION INFORMATION OF EXISTING UTILITIES AND SUBSTRUCTURES FOR THE PROJECT.

17. VARIOUS EXISTING UTILITIES ARE INDICATED AT THEIR HORIZONTAL LOCATION AND DEPTH BASED UPON POTHOLE INFORMATION PROVIDED BY THE POTHOLING COMPANY, AND ARE REFERENCE ONLY AS INDICATED ON THE PLANS. THE

CONTRACTOR SHALL BECOME FAMILIAR WMITH THE PLANS AND SHALL VERIFY SITE CONDITIONS PRIOR TO THE ORDERING OF MATERIALS AND COMMENCING WORK.

18. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD. IF THE FIELD CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED. ANY WORK

PERFORMED IN CONFLICT WMITH THE CONTRACT DOCUMENTS OR ANY APPLICABLE CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE ANO AT NO EXPENSE TO THE OWNER OR THE ENGINEER.

19. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER Of EACH UTILITY AND DEFINE THE

REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED WORK. THE CONTRACTOR SHALL EXERCISE CARE WHEN WORKING NEAR EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGE, BREAKAGE, OR LEAKS CAUSED BY HIS WORK.

20. ALL EXISTING UTILITIES SHALL BE MAINTAINED AND PROTECTED IN PLACE BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

EXISTING UTILITIES AND OR NEW IMPROVEMENTS SHALL BE SUPPORTED AS REQUIRED BY THE ENGINEER IN ACCORDANCE WITH A APWA STANDARD PLAN 224 - 1.

21. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THE REMOVAL OR RELOCATION OF ANY AND ALL EXISTING UTILITIES Yt1TH THE RESPECTIVE UTILITY OWNER. COST OF THIS COORDINATION IS TO BE INCLUDED IN THE PRICE IS FOR THE VARIOUS IMPROVEMENTS TO COMPLETE THE PROJECT. THE CONTRACTOR SHALL PROMDE 72 HOUR NOTICE TO AFFECTED

UTILITIES WHEN RELOCATION IS REQUIRED

22. ANY WALLS, FENCES, STRUCTURES AND/OR APPURTENANCES ADJACENT TO THIS PROJECT SHALL BE PROTECTED IN PLACE.

IF THE CONTRACTORS ACTIVITIES DAMAGE OR ADVERSELY AFFECT THE SAID ITEMS IN ANY WAY, THE CONTRACTOR IS

RESPONSIBLE FOR WORKING OUT AN ACCEPTABLE SOLUTION TO THE SATISFACTION OF THE AFFECTED PROPERTY OWNERS AT THE CONTRACTORS COST.

23. TREES AND FOLIAGE (TO DRIP LINE), SIGNS, PARKING METERS AND OTHER IMPROVEMENTS SHALL BE PROTECTED IN PLACE

AND ANY DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPAIRED OR THE IMPROVEMENTS REPLACED IN KIND AT THE CONTRACTORS EXPENSE.

24. THE CONTRACTOR IS TO BE AWARE Of ALL OVERHEAD LINES AT ALL TIMES, SO AS NOT DISTURB THEM.

25. ALL FIRE HYDRANTS, WATER CONTROL VALVES, AND MAINTENANCE HOLES SHALL BE KEPT FREE FROM OBSTRUCTIONS AND AVAILABLE FOR USE AT ALL TIMES.

26. SEWER ANO GAS LATERALS LOCATIONS ARE NOT SHOWN AND CONTRACTOR SHALL LOCATE AND PROTECT SEWER FACILITIES IN PLACE. REFER TO APWA STANDARD PLANS 232-2 FOR HOUSE SEWER CONNECTION REMODELING.

IRAEEIC. CONTROL./P ARKING:

27. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR THE COMPLETION OF THE PROPOSED IMPROVEMENTS IN

ACCORDANCE WTH THE DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION AND THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEMCES, LATEST EDITIONS, TO THE SATISFACTION OF THE ENGINEER.

28. CONTRACTOR MAY PROHIBIT PARKING WTHIN THE CONSTRUCTION LIMITS AND IN ADJACENT AREAS AS NECESSARY TO COMPLETE THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POST "NO PARKING - TOW--AWAY" SIGNS WTH SPECIFIC TIME FRAMES AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF ACTUAL WORK.

29. TRAFFIC CONTROL DEVICES AND METHODS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROL (SAF--T) OR WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL) LATEST EDITION.

30. DURING NON--CONSTRUCTION HOURS, ALL EXCAVATIONS MUST BE PLATED OR BACKFILLED WITH TEMPORARY ASPHALT CONCRETE. ALL PLATES NEEDED TO BE SECURED IN PLACE TO THE SATISFACTION Of THE ENGINEER. AT THE END Of EACH

WORKING DAY ROADS SHALL BE OPEN TO VEHICLE TRAFFIC UNLESS OTHERWISE APPROVED BY THE ENGINEER

31. USE Of TRENCH PLATING MAY BE APPROVED BY THE CITY ENGINEER UPON SUBMITTAL OF A PLATING PLAN AND APPROVAL OF PLAN BY THE CITY ENGINEER. ALL PLATING SHALL BE FIRMLY SUPPORTED BY ADJACENT PAVEMENT OR BEAMS. ALL PLATES IN A.C, PAVEMENT SHALL BE STUDDED INTO PAVEMENT WTH TOP PLATES FLUSH MTH PAVEMENT SURFACE. THERE SHALL BE NO OPENINGS BETWEEN PLATES. PLATES SUPPORTED ON BEAMS SHAU BE BOLTED TO OR WELDED TO BEAMS BY TACK WELDING. TACK WELDING SHALL BE REQUIRED Of CONTIGUOUS PLATES. PLATES SHALL BE SECURED SO AS NOT TO MOVE, SLIP OR SLIDE AND CAPABLE OF CARRYING H-20 WHEEL LOADING. STEEL PLATES SHALL BE STEEL OF MINIMUM A36 GRADE DESIGNED FOR H520--44 TRUCK LOADING PER CALTRANS BRIDGE DESIGN SPECIFICATION MANUAL. ALL PLATE SURFACES SHALL BE ROUGHENED OR RAISED MTH MINIMUM COEFFICIENT OF FRICTION EQUIVALENT TO 0.35 PER CALIFORNIA TEST METHOD 342, TO MINIMIZE TIRE SUPPAGE. FOR CONCRETE SECTION OF STREETS THE PLATES MAYBE PLACE ON SURFACE AND HELD IN PLACE WITH ASPHALT CONCRETE EDGE BERMS AND STUDS INTO DRILLED HOLES. SEE CITY Of BEVERLY HILLS STANDARD DETAIL BH--113.

32. THE CONTRACTOR SHALL CONTACT THE CITY TRAFFIC OPERATION MANAGER TO TURN OVER REMOVED EXISTING SIGNAGE TO THE CITY. SIGNAGE SHALL BE REMOVED AND REPLACED.

33. TRAFFIC STRIPING, MARKINGS, AND RAISED PAVEMENT MARKERS SHALL BE REINSTALLED IN KIND OR AS DIRECTED BY THE

CITY ENGINEER AND NOTED IN THE SPECIAL PROMSIONS UPON COMPLETION OF TRENCH REPAIR AND/OR PAVEMENT RESTORATION. ALL NEW STRIPING AND MARKINGS SHALL BE THERMOPLASTIC UNLESS APPROVED OTHERWSE BY THE CITY NOTIFICATIONS:

1. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE PROJECT ON SATURDAY, SUNDAY OR HOLIDAY AT ANY TIME EXCEPT AS APPROVED BY THE ENGINEER. NO WORK IS ALLOWED DURING THE WEEK OF THANKSGIVING OR FROM DECEMBER 24 THROUGH JANUARY 2. 2, THE CONTRACTOR SHALL PROVIDE A 48 HOUR WRITTEN NOTIFICATION TO THE CITY OF BEVERLY HILLS PUBLIC WORKS

DEPARTMENT
(310--285-2467)
AND All AFFECTED

PROPERTIES,

THE POLICE DEPARTMENT AND THE FIRE DEPARTMENT OF

ALL CONSTRUCTION OPERATIONS AND SERVICES DISRUPTIONS, INCLUDING ANY STREET CLOSURE TO TRAFFIC, PUBLIC SAFETY VEHICLES AND/OR PARKING RESTRICTIONS DURING THE ALL CONSTRUCTION PERIODS.

3. THE CONTRACTOR SHALL CONTACT CITY URBAN FOREST MANAGER, 48 HOURS PRIOR TO TRIMMING ANY INTERFERING TREES OR TRENCHING NEAR THE TREES WHICH CAN DISTURB THE TREE ROOTS.

4. THE CONTRACTOR IS TO CONTACT UNDERGROUND SERVICE ALERT AT 811 AT LEAST 72 HOURS PRIOR TO EXCAVATION. UPON EXPOSING ANY UTILITIES UNDERGROUND FACILITY THE CONTRACTOR SHALL NOTIFY THAT UTILITY IMMEDIATELY.

PERMITS /REGULATIONS AND ORDINANCES:

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM THE CITY OF BEVERLY HILLS AND

ANY OTHER APPROPRIATE JURISDICTIONAL AGENCIES THAT MAY BE REQUIRED TO ACCOMPLISH ALL WORK WTHIN THE PUBLIC RIGHT-OF -WAY. NO WORK SHALL START UNTIL ALL NECESSARY PERMITS ARE OBTAINED.

6. THE CONTRACTOR SHALL COMPLY WTH ALL LOCAL SOUND CONTROL AND NOISE LEVEL RULES, REGULATIONS AND ORDINANCES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT.

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9 11900 Olympic Blvd, Suite 530
Los Angeles, CA 90064
P 310.664.1166 F 310.664.8877
12/31/2025
NO. 54105
EXP.

REMOVED FROM

CONTRACT
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(EX) CURB & GUTTER
WLY
R/W
i----------19.6'±----------i---------19.1'±---------i
---------17.3'± 17'± _______ _,

EXISTING S

FINISHED
(E 5" MILL AND OVERLAY
ISTING ASPHALT TO A DEPTH OF 2.5"
PLACE PAVEMENT FABRIC {GLASSGRID 8502, OR EQUIVALENT)
CENTERED OVER RECENT WATER MAIN lRENCH.

3. OVERLAY MILLED SURFACE WITH 2.5" OF C2-PG-70-10 HMA TO LIMITS SHOWN ON PLANS.

TYPICAL SECTION A - MILL & OVERLAY
SCALE: HORIZ. 1"=5'; VERT. 1"=2.5'

PROTECT IN PLACE
(EX) CURB & GUTTER

PAVEMENT FABRIC CENTERED OVER

RECENT WATER MAIN TRENCH
I
----------20.4'±-------------------19.7'±----------i
[EXl PAVEMENT SECTION·
8"± PCC
I
I

5.25' SHOULDER

EDGE GRIND

10.5 4.5'

STRIPED
MEDIAN

10.5'

TRAVEL LANE

5.25' SHOULDER

EDGE GRIND
[Exl WATER MAIN TRENCH·
8" AC OVER 4" BASE AND
1-SACK SLURRY TRENCH

BACKFILL

MONTE CIELO
DRIVE

MONTE CIELO

PCC PAVEMENT REHABILITATION

PER SECTION E
E'LY
R/W
I
I
I
I
I
I
L __ EGJ __

PROTECT IN PLACE
(EX) CURB AND GUTTER AS SHOWN

ON PLANS, TYPICAL BOTH SIDES
..

I----+ 18" PER
NOTE 5
lRAVEL LANE

FINISHED

SURFACE
S=1.98% {VARIES)
EXISTING PCC 18• PER
SURFACE NOTE 5 +----i
. 5=3.03% (VARIES) ,
.,,. =5.47% (I( RIE ,,
[ EG ______________ J - -- I
BEGIN EDGE GRIND AT 24"
FROM (EX) CURB FLOWUNE.

FINISHED GRADE TO MATCH
(EX) GRADE AT LIP OF GUTTER,
TYPICAL BOTH SIDES.
{EX) PCC
(EX) WATER MAIN TRENCH PER
COLDWATER CAFlON WATER MAIN

REPLACEMENT PROJECT
NOTES·
1" LEVELING COURSE

PAVEMENT FABRIC
{EX) PCC
MATCH {EX) FLOWLINE

REMOVE AND REPLACE EXISTING

CURB & GUTTER AT LOCATIONS

SHOWN ON PLANS, TYPICAL BOTH
SIDES.

1. PERFORM 0"-3.5" EDGE GRIND OF THE (EX) PCC 5.25' FROM LIP OF GUTTER TO OUTSIDE EDGE OF TRAVEL LANE PER STRIPING PLANS ON BOTH SIDES.

2. CRACKFILL CRACKS WITHIN EXISTING PCC ROADWAY LARGER THAN 0.25".

4. PLACE MINIMUM 1" OF E-PG-64-10 LEVELING COURSE OVER FULL ROADWAY WIDTH TO 2.5" BELOW FINISHED GRADE ELEVATIONS.

WLY
R/W
I
I

MATCH (EX) LIP OF GUTTER,
TYPICAL BOTH SIDES.

5. PLACE PAVEMENT FABRIC {GLASGRID 8502, OR EQUIVALENT) TO 18" BEYOND LIP OF GUTTER, TYPICAL BOTH SIDES.

6. CAP WITH 2.5" OF C2-PG-70-10 HMA OVER FULL ROADWAY WIDTH.

TYPICAL SECTION B - PCC
SCALE: HORIZ. 1"=5'; VERT. 1"=2.5'
"-
----------19.2'±------------------20.6'± ________ __,
L _______ :1_ (EX) AC SURFACE

PROTECT IN PLACE
(EX) CURB AND GUTTER AS SHOWN •· ,,. . • .•. ·'-'-~·••"•.::,:_,;,.,;_:••.·. ON PLANS, TYPICAL BOTH SIDES '.,;,.-.",::,''.•:,. •·,'•·;: ··:.: .'. • .._'·,~• '~' LOCALIZED D;G~~~ .. L~CATIONS PER PLANS. LI

AFTER GRINDING, ADDITIONAL LOCATIONS

MAY BE IDENTIFIED
NOTES·
(EX) AC
(EX) PCC

1. MILL EXISTING ASPHALT TO A MINIMUM DEPTH OF 3.5"

2.5" HMA CAP
1 " LEVELING COURSE

PAVEMENT FABRIC

2. IN AREAS WHERE EXISTING PCC IS EXPOSED, CRACKFILL CRACKS LARGER THAN 0.25" {EXl PAVEMENT SECTION·
4"± AC OVER 8"± PCC
{EXl WATER MAIN TRENCH·
8" AC OVER 4" BASE AND
1-SACK SLURRY TRENCH

BACKFILL
E'LY
R/W

REMOVE AND REPLACE EXISTING

CURB & GUTTER AT LOCATIONS

SHOWN ON PLANS, TYPICAL BOTH
SIDES.

3. CONSTRUCT LOCALIZED DI GOUTS AS INDICATED ON PLANS PER DETAIL 3, SHEET 2.

4. PLACE MINIMUM 1" OF E-PG-64-10 LEVELING COURSE OVER FULL ROADWAY WIDTH TO 2.5" BELOW

FINISHED GRADE ELEVATIONS

5. PLACE PAVEMENT FABRIC (GLASGRID 8502, OR EQUIVALENT) TO 18" BEYOND LIP OF GUTTER, TYPICAL BOTH SIDES.
{EX) WATER MAIN TRENCH PER

COLDWATER CANON WATER MAIN
REPLACEMENT PROJECT LOMA~
DRIVE

6. CAP WITH 2.5" OF C2-PG-70-10 HMA OVER FULL ROADWAY WIDTH

TYPICAL SECTION C - AC OVER PCC
SCALE: HORIZ. 1"-5'; VERT. 1"-2.5'
SHADOW
HU.I, WAY
--.........
-
--
N.

BEVERLY
SUTION
WAY
DRIVE
11~~,.,,___,
Gt-
,,,...

Ml
p
p
N. REXFORD DRIVE
I
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--

WOODLAND
DRIVE
STA: 14+83 TO 24+99

PCC PAVEMENT REHABILITATION

PER SECTION B

COLDWATER CANON
SCALE: 1"=200'
DRIVE
0 CABRILLO
DRIVE
lAOO VISl:A
DRIVE
I
I
....-----=....-----....

L1NDACRFSf
DRIVE
200 400
1 INCH = 200 FEET
STA: 24+99 TO 45+98

AC OVER PCC

PAVEMENT REHABILITATION

PER SECTION C

TWO WORKING DAYS BEFORE YOU DIG
I I/
I I /
I
STA: 45+98 TO 62+63

PCC PAVEMENT REHABILITATION

PER SECTION D
BEGIN EDGE GRIND AT 24" FROM
(EX) CURB FLOWLINE.
1---------19.29' ------------------20.74' ----------1

16.98'± 18.51'±
(EXl PAVEMENT SECTION:
8"± PCC
WLY
R/W

FINISHED GRADE TO MATCH (EX)

GRADE AT LIP OF GUTTER,
TYPICAL BOTH SIDES. EDGE GRIND TO CENTERLINE EDGE GRIND TO CENTERLINE

10.5' VARIES 10.5'
(Exl WATER MAIN TRENCH:
8" AC OVER 4" BASE AND
1-SACK SLURRY TRENCH

BACKFILL E'LY
R/W
I
I
I
VARIES
SHOULDER TRAVEL LANE CENTER MEDIAN lRAVEL LANE

FINISHED SURFACE EXISTING PCC SURFACE
VARIES

SHOULDER I
I
I
L EGl
------------
18" PER
NOTE 5
';\ S=3.95% (VARIES) ..
18" PER
NOTE 5
S=2.41% (VARIES) ,,
__ [_E~ ______ J

PROTECT IN PLACE
(EX) CURB AND GUTTER AS SHOWN

ON PLANS, TYPICAL BOTH SIDES
.:-~-L ---::i, • ~ •• ~-- :.-~ ~--,~ :>-~.,;- ~;-~: .': /:.>:; ;_Y;·/:~i) ·:·;·?-~ ·-;:r .~·;r-~·':.. '~/- -~- ·:.• .. :>t .::.-~•-, •• NOTES:
(EX) PCC
(EX) WATER MAIN TRENCH PER

COLDWATER CANON WATER MAIN

REPLACEMENT PROJECT

2.5" HMA CAP
1" LEVELING COURSE

PAVEMENT FABRIC

1. PERFORM 0"-3.5" EDGE GRIND OF THE (EX) PCC TO CENTERLINE. TYPICAL BOTH SIDES.

2. CRACKFILL CRACKS WITHIN (EX) PCC ROADWAY LARGER THAN 0.25". •
(EX) PCC

MATCH (EX) FLOWLINE

REMOVE AND REPLACE EXISTING

CURB & GUTTER AT LOCATIONS

SHOWN ON PLANS, TYPICAL BOTH
SIDES.

4. PLACE MINIMUM 1" OF E-PG-64-10 LEVELING COURSE OVER FULL ROADWAY WIDTH TO 2.5" BELOW FINISHED GRADE ELEVATIONS.

5. PLACE PAVEMENT FABRIC (GLASGRID 8502, OR EQUIVALENT) TO 18" BEYOND LIP OF GUTTER, TYPICAL BOTH SIDES.

6. CAP WITH 2.5" OF C2-PG-70-10 HMA OVER FULL ROADWAY WIDTH.

TYPICAL SECTION D - PCC
SCALE: HORIZ. 1"=5'; VERT. 1"=2.5'
-------12.5' _____ _,
1-----11'±------1
N'LY
R/W
(EX) PCC SURFACE
18" PER
NOTE 4
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(EX) PCC WITHIN
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CITY OF LOS ANGELES EG i
L--
.:;\ S=0.96::C (VARIES)
PROTECT IN PLACE _ __,._.:-,:-:,:
(EX) CURB AND GUTTER , : :'. ·,1, }'/:tk:\f:·:\ .,. ,t, NOTES·
(EX) PCC 2.5" HMA CAP
(EX) WATER MAIN TRENCH PER

COLDWATER CANON WATER MAIN

REPLACEMENT PROJECT
1" LEVELING COURSE

PAVEMENT FABRIC

FINISHED SURFACE TO MATCH (EX)

1. GRIND EXISTING PCC TO A DEPTH OF 3.5" FROM EXISTING LIP OF GUTTER TO CITY BOUNDARY LIMIT

2. CRACKFILL CRACKS WITHIN EXISTING PCC ROADWAY LARGER THAN 0.25"

3. PLACE MINIMUM 1" OF E-PG-64-10 LEVELING COURSE OVER FULL ROADWAY WIDTH

4. PLACE PAVEMENT FABRIC (GLASGRID 8502, OR EQUIVALENT) FROM CITY BOUNDARY TO 18" BEYOND EXISTING LIP OF GUTTER

5. CAP WITH 2.5" OF C2-PG-70-10 HMA

TYPICAL SECTION E - PCC
SCALE: HORIZ. 1"=5'; VERT. 1"=2.5'
(EX) PAVEMENT SECTION·
8"± PCC
(EXl WATER MAIN TRENCH·
8" AC OVER 4" BASE AND
1-SACK SLURRY TRENCH

BACKFILL
COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT
,.- Cannon
F.B. NO.

SCALES AS SHOWN

PAGE TO
TYPICA! SECTIONS AND PAVEMENT

REHABILITATION DETAILS
lHESE DRAWINGS ARE INS1RUl.4ENTS OF SERVICE AND ARE lHE PROPERTY OF CANNON. ALL OESIGNS ANO INFCF!l.4ATION ON lHESE DRAWINGS ARE FOR USE OF THE SPEOFlEO PROJECT AND SHALL NOT BE USED OTHERWISE OR REPRODUCED WITHOUT lHE EXPRESSED WRITTEN PERMISSION OF CANNON.

DESIGNED
DRAWN

CHECKED
6/18/24
DATT'.

AJS DATT'. 5/21/2024
NS/ALM DATT'. 5/21/2024
JE DATE 5/21/2024
ADDENDUM NO. 2 AJS

REVISION BY
SUBMITTED Samer Elayyan. P.E. DATE 5 15 2024
APPROVED Daren Grilley. P.E. PTOE DATE 5 15 2024
JOB NO. 2217 DRWG.

SHEET NO. 3 OF 26 SHEETS NO. 7175

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
E'LY
R/W
I
7175
DATE 5 15 2024
DATE 5 15 2024

ENGINEERING DIVISION

MATCH (EX) FLOWMINE
VARIES
(EX) PAYMENT SECTION;
8"± PCC
(EX) WATER MAIN TRENCH
8" AC OVER 4" BASE AND
1-SACK SLURRY TRENCH

BACKFILL

REMOVE AND REPLACE EXISTING

CURB & GUTTER AT LOCATIONS

SHOWN ON PLANS, TYPICAL BOTH
SIDES.

SHOULDER
I
I
rt'
(EX) PAVEMENT SECTION;
8± PCC
(EX) WATER MAIN TRENCH;
8 AC OVER 4" BASE AND
1--SACK SLURRY TRENCH

BACKFILL
DRWG.

NO.
(EX) Pcc

DEPARTMENT

CITY OF BEVERLY HILLS, CALIFORNIA
18" PER
NOTE 5
S=2.41% (VARIES)
J08 No. 2217
SHEET NO. 3 OF 26 SHEETS
APPROVED Daren Grilley, P.E. PTOE
suere_ Samer Elayyan, P.E,

PUBLIC WORKS
N'LY
R/W

I PROTECT IN PLACE
1 (EX) PCC MTHIN
aTY OF LOS ANGELES EG
I _L--
PCC

2.5" HMA CAP
+ LEVELING COURSE

PAVEMENT FABRIC
AJS
1" LEVELING COURSE

PAVEMENT FABRIC

FINISHED SURFACE TO MATCH (EX)
- '-.-.li PROTECT IN PLACE
ilk'f
r;ptfg}
(Ex) CURB AND GUTTER
·p+8is.
1 ±it
REMS1ON
3_37• >-r
5\ rlz z c
ol z
lg: 2
l 8
I >
2zt h
g9 U
ADDENDUM NO. 2

TYPICAL SECTION D
DATE
6/18/24
(EX) WATER MAIN TRENCH PER

COLDWATER CANON WATER MAIN

REPLACEMENT PROJECT
(EX) PCC SURFACE

EDGE GRIND TO CENTERLINE EDGE GRIND TO CENTERLINE

10.5' VARIES 10.5'

TRAVEL LANE CENTER MEDIAN TRAVEL LANE

FINISHED SURFACE EXISTING PCC SURFACE
(EX) PCC
MM.
l

TYPICAL SECTION E - PCC
SCALE: HORIZ. 15'; VERT. 1=2.5'
(EX) PCC 2.5• HMA
CAP ;, ,
,.l
(EX) WATER MAIN TRENCH PER [

COLDWATER CANON WATER MAIN
REPLACEMENT PRO.EcT [@#i
SCALE: HORI2Z. 15'; VERT. 1-2.5'
/

16. fl
98'± 18.51'±
•
NOTES;

1. GRIND EXISTING PCC TO A DEPTH OF 3.5" FROM EXISTING LIP OF GUTTER TO CITY BOUNDARY LIMIT

2. CRACKFILL CRACKS WTHIN EXISTING PCC ROADWAY LARGER THAN 0.25 3, PLACE MINIMUM 1" OF E-PG--64--10 LEVELING COURSE OVER FULL ROADWAY WMD TH

4. PLACE PAVEMENT FABRIC (GLASGRID 8502, OR EQUIVALENT) FROM CITY BOUNDARY TO 18 BEYOND EXISTING LIP OF GUTTER

5. CAP MTH 2.5" OF C2--PG-70-10 HMA
VARIES

SHOULDER
S'LY
R/W
I
18" PER
NOTE 4

PROTECT IN PLACE
l__ [S=0.96% (VARIES)
(so cu~ vcnss vt5Tr
STA: 45+98 TO 62+63

PCC PAVEMENT REHABILITATION

PER SECTION D
I
I

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OE

CANNON ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE

OF THE SPECIFIED PROJECT AND SHALL NOT BE USED OTHERMSE OR

REPRODUCED MTHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON I I/
/I 1
I
BEGIN EDGE GRIND AT 24 FROM
(EX) CURB FLOWLINE.

FINISHED GRADE TO MATCH (EX)

GRADE AT LIP OF GUTTER,
TYPICAL BOTH SIDES.

NOTES;

1. PERFORM O"-3.5" EDGE GRIND OF THE (EX) PCC TO CENTERLINE, TYPICAL BOTH SIDES.

2. CRACKFILL CRACKS MTHIN (EX) PCC ROADWAY LARGER THAN 0.25".

4. PLACE MINIMUM 1" OF E-PG--64-10 LEVELING COURSE OVER FULL ROADWAY WMDTH TO 2.5" BELOW FINISHED GRADE ELEVATIONS.

5. PLACE PAVEMENT FABRIC (GLASGRID 8502, OR EQUIVALENT) TO 18" BEYOND LIP OF GUTTER, TYPICAL BOTH SIDES.

6. CAP WTH 25" OF C2-PG--70-10 HMA OVER FULL ROADWAY WIDTH.

I
I
L
EG J ts• PER
NOTE 5
'-t)
s.595 (VARIES)
L
- • ' - , ••
(EX) CURB AND GU
e
TTER
s
AS S
z
HO
s
WN
s· 7at '·;r- tr

ON PLANS, TYPICAL BOTH SIDES
wLY
R/W
I
1 DRIVE
I
I
I

COLDWATER CANON

ROADWAY REHABILITATION PROJECT
;__

TYPICAL SECTIONS AND PAVEMENT
,=..== ]

REHABILITATION DETAILS
5 «e. annon - /AF-5o7!
zf fl es JE +5/21/2024
w m
cc1 f
I
I
I
I
I

MONTE CIELO
DRIVE

MONTE CIELO
STA: 24+99 TO 45+98

AC OVER PCC

PAVEMENT REHABILITATION

PER SECTION C

LAGO VISTA
DRIVE

CABRILLO
DRIVE
.,......,.,,_......___

PCC PAVEMENT REHABILITATION

PER SECTION E
E'LY
R/W
I
1 INCH = 200 FEET 811

TWO WORKING DAYS BEFORE YOU DIG
E'LY
R/W
I

LOMA LINDA
DRIVE
(EX) PAVEMENT SECTION;
8"± PCC
(EX) WATER MAIN TRENCH;
8" AC OVER 4 BASE AND
1--SACK SLURRY TRENCH

BACKFILL

MATCH (EX) FLOWLINE

REMOVE AND REPLACE EXISTING

CURB & GUTTER AT LOCATIONS

SHOWN ON PLANS, TYPICAL BOTH
SIDES.
(EX) PAVEMENT SECTION;
4"± AC OVER 8± PCC
(EX WATER MAIN TRENCH;
8 AC OVER 4 BASE AND
1-SACK SLURRY TRENCH

BACKFILL

REMOVE AND REPLACE EXISTING

CURB & GUTTER AT LOCATIONS

SHOWN ON PLANS, TYPICAL BOTH
SIDES.

I
I
_i_EG J
_[ --------------J ';

WOODLAND
DRIVE
•:t
/• PROTECT

IN PLACE
(EX) CURB & GUTTER
SCALE: 1200'
-

PAVEMENT FABRIC CENTERED OVER

RECENT WATER MAIN TRENCH
7!jJ Arc (Eo FouNe
(EX) WATER MAIN TRENCH PER

COLDWATER CANON WATER MAIN

REPLACEMENT PROJECT

5.25' SHOULDER

EDGE GRIND

COLDWATER CANON DRIVE
18" PER Ll
NOTE 5
(EX) PCC

10.5'
STA: 14+83 TO 24+99

PCC PAVEMENT REHABILITATION

PER SECTION B

TRAVEL LANE

EXISTING PCC

SURF ACE
I
5" MILL AND OVERLAY
TION

PAVEMENT FABRIC

4.5'

2.5" HMA CAP
1 LEVELING COURSE

PAVEMENT FABRIC
SUTTON
WAY

10.5 TYPICAL SECTION A - MILL & OVERLAY
SCALE: HORIZ. 1"=5'; VERT. 1=2.5'

TRAVEL LANE

FINISHED

SURFACE
S=1.98% (VARIES)
Ml
p
p
N.

BEVERLY
DR _
ISTING ASPHALT TO A DEPTH OF 2.5"
PLACE PAVEMENT FABRIC (GLASSGRID 8502, OR EQUIVALENT)
CENTERED OVER RECENT WATER MAIN TRENCH.

3. OVERLAY MILLED SURFACE WITH 2.5" OF C2--PG-70-10 HMA TO LIMITS SHOWN ON PLANS.
(EX) PCC
- ]18" PER
NOTE 5

EDGE GRIND
=2.J0% (VARIES

5.25' SHOULDER
. k .d
(EX) AC SURFACE
MN

EXISTIN
M
G
l
S

FINISHED
•
8 s
.4la
Nd.flit

1. PERFORM O"--3.5" EDGE GRIND OF THE (EX) PCC 5.25' FROM LIP OF GUTTER TO OUTSIDE EDGE OF TRAVEL LANE PER STRIPING PLANS ON BOTH SIDES.

2. CRACKFILL CRACKS WTHIN EXISTING PCC ROADWAY LARGER THAN 0.25.

4. PLACE MINIMUM 1" OF E--PG--64--10 LEVELING COURSE OVER FULL ROADWAY MDTH TO 2.5" BELOW FINISHED GRADE ELEVATIONS.

5. PLACE PAVEMENT FABRIC (GLASGRID 8502, OR EQUIVALENT) TO 18" BEYOND LIP OF GUTTER, TYPICAL BOTH SIDES.

6. CAP WTH 25 OF C2-PG--70-10 HMA OVER FULL ROADWAY WIDTH.

TYPICAL SECTION B- PCC
SCALE: HORI2Z. 15'; VERT. 1=2.5'
NOTES:

TYPICAL SECTION C - AC OVER PCC
SCALE: HORIZ. 1"5'; VERT. 12.5'
NOTES;

1. MILL EXISTING ASPHALT TO A MINIMUM DEPTH OF 3.5°

2. IN AREAS WHERE EXISTING PCC IS EXPOSED, CRACKFILL CRACKS LARGER THAN 0.25"

3. CONSTRUCT LOCALIZED DIGOUTS AS INDICATED ON PLANS PER DETAIL 3, SHEET 2.

4. PLACE MINIMUM 1" OF E-PG--64--10 LEVELING COURSE OVER FULL ROADWAY WDTH TO 2.5" BELOW

FINISHED GRADE ELEVATIONS

5. PLACE PAVEMENT FABRIC (GLASGRID 8502, OR EQUIVALENT) TO 18" BEYOND LIP OF GUTTER, TYPICAL BOTH SIDES.

6. CAP WTH 2.5" OF C2-PG-70-10 HMA OVER FULL ROADWAY WDTH SHADOW

HILL WAY

PROTECT IN PLACE
(EX) CURB & GUTTER
+ •
.,..-- -- . - --...__
N. REXFORD DRIVE
W'LY
R/W
I
BEGIN EDGE GRIND AT 24
FROM (EX) CURB FLOWLINE.

FINISHED GRADE TO MATCH
(EX) GRADE AT LIP Of GUTTER,
TYPICAL BOTH SIDES.

MATCH (EX) LP OF GUTTER,
TYPICAL BOTH SIDES.

PROTECT IN PLACE
(EX) CURB AND GUTTER AS SHON

ON PLANS, TYPICAL BOTH SIDES
WLY
R/W
I
' EG L l_
7 J
PROTECT IN PLACE -I Ai} z
(EX) CURB AND GUTTER AS SHOWN ,.., ·., :. . ,_.r . • , • • ., ··_ "iif,· , •• ; _:;• •: ·:' /· :� ;j.,'. ' ""c1.:;, · .:•4._,:·.c,·f-"'j ' ;_c.:·· J.·c.·•:;:·_::,..: ::.C: - •�· ;:• •:c ; .. cici: • · ON PLANS, TYPICAL BOTH SIDES "zit:trsf 4

LOCALIZED
DIGouT LOCATIONS
PER PLANS. ] ] (EX) AC 2.5 HMA CAP
AFTER GRINDING, ADDITIONAL LOCATIONS -] ](EX) PCC 1" LEVELING COURSE

MAY BE IDENTIFIED
t
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cu
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9 11900 Olympic Blvd, Suite 530
Los Angeles, CA 90064
P 310.664.1166 F 310.664.8877
12/31/2025
NO. 54105
EXP.

Ñ
12/31/2025
NO. 54105
EXP.

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@
POINT #440
FD L+TAG ~ LEG
POINT #21
FD CP RAMSET (l
~NT #438
FD L+T
POINT #439
FD L+TAG ILLEG
POINT #441 ~
BC USCE BM~ ~ 1,111-- FD 3IN
1'1~~ __ ._ .nl'fH ~ POINT #31
~\ \ \FD s+w LS 5411
POINT #430 \
FD L+ TAG CITY BH
POINT #431
FD L+ TK
POINT #432
FD L+TK
POINT #433
FD L+TAG BH
I
I
I
20+00
0 POINT #39

CP SET X
\ POINT #429
FD L+TAG
POINT #32
BENCHMARK POINT #33
FD L+TAG LACFCD
POINT #421
FD L+ TK
POINT #30
FD L+ TK
POINT #28
POINT #420
FD L+ TK
FD s+w LS 5411
- 21+00
-----
22+00
3+00
- 13-,.0o
POINT~-
FD L+TK
POINT #24

FD FELT X CP
\
\
\
N
• POINT #34

FD WHT X CP
POINT #23
FD L+ TK
POINT #22
FD S+W ILLEG

BEYERL Y DRIVE
I
7+00

PROJECT CONTROL
SCALE 1"=40'
-;, -----+--_
-
POINT #435

CP WHT X
I
I
I
5+00
___.--I--
I
I
I
POINT #26
FD s+w ILLEG
- - ---- -
-
-
POINT #434
FD L+TK
POINT #27
FD s+w LS 5411
COIDWATER. CA ON DRIVE

N BEYERL Y DRIVE/COLDWATER CANON DRIVE PROJECT CONTROL
\
- -
\----
- ---
23+00
+---
- - POINT #40

CP SET X
SCALE 1 "=40'
\ I
I \
\\
\ \

COLDWATER CANON DRIVE
SCALE 1"=40'
---------,.. -

PROJECT CONTROL
I'.!.

POINT #408

CP WHT X
VND
C
-\-VNDP
OINT #411
FD L+TK
Point #
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 35
I 36
37 38
39 40
41 42
43 409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
Control Point Table
Northing Easting Elevation Description
1854375.13 6436718.50 427.75 FD S+W ILLEG
1854400.51 6436726.09 428.53 FD CP RAMSET
1854722.11 6436697.40 437.80 FD s+w ILLEG
1854687.26 6436663.97 436.30 FO L+ TI<
1854672.72 6436659.75 435.33 FD FELT X CP
1854889.58 6436725.02 441.73 CP SET X
1855075.38 6436745.69 447.05 FD s+w ILLEG
1855237.71 6436723.67 451.19 FD s+w LS 5411
1855295.11 6436715.90 452. 71 FD s+w LS 5411
1855331.17 6436710.91 453.62 FD S+W LS 5411
1855321.23 6436734.91 453.23 F'D L+lK
1855343.24 6436681.81 453.90 FD s+w LS 5411
1855392.24 6436702.62 455.10 BM 372 L+lK
1855492.88 6436750.02 457.50 FD L+ TAG LACFCD
1855586.16 6436965.56 462.68 FD WHT X CP
1855661.51 6437051.68 467.13 BM 363 L+MAG
1855824.70 6436911.63 468.53 FD s+w LS 5411
1855958.82 6436910.94 471.99 FD s+w LS 5411
1856162.44 6437087.90 475.12 FD s+w LS 8231
1855959.54 6437315.90 475.14 CP SET X
1858074.07 6437494.94 480.38 CP SET X
1859597.15 6438678.59 717.23 FD L+TAG RCE 25828
1859716.14 6438739.77 724.22 FD L+ TAG LS 2614
1859990.59 6438786.00 740.00 FD L+ TAG LS 7123
1858531.37 6438251.45 527.03 CP WHT X
1858495.37 6438175.43 520.98 CP WHT X
1856312.59 6438079.88 507.73 FD L+lK
1858316.05 6438082.98 507.94 FD L+lK
1858530.23 6438264.62 527.55 FD L + TAG RCE ILLEG
1858959.63 6438486.83 563.07 FD L+ TI<
1858909.47 6438421.20 557.46 CP WHT X
1857360.86 6438610.83 594.45 CP WHT X
1857269.31 6438547.67 586.51 CP WHT X
1858991.20 6438499.95 565.64 BM 365 L+PK
1857625.07 6438653.94 611.38 BM 366 L+PK
1855323.02 6436734.79 453.27 FD L+lK
1855342.81 6436735.15 453.81 FD L+lK
1855348.83 6436735.64 453.99 FD L+lK
1855366.54 6436737.78 454.51 FD L+lK
1855419.92 6436753.04 455.90 FD L+ TI<
1855459.59 6436774.77 456.95 FD L+lK
1855457.87 6436772.39 456.26 FD L+lK
1855464.60 6436778.22 457.11 FD L+lK
1855535.26 6436859.83 459.67 FD L+lK
1855360.22 6436693.48 454.37 FD L+ TAG
1855320.58 6436691.52 453.50 FD L+TAG CITY BH
1855318.27 6436692.92 453.43 FD L+lK
1855314.57 6436694.47 453.30 FD L+lK
1855299.35 6436696.95 452.99 FD L+TAG BH
1855196.89 6436749.04 449.97 FD L+ TI<
1855034.02 6436730.18 445.53 CP WHT X
1854439.01 6436719.78 429.27 BM L+SPK
1854434.57 6436724.77 429.28 FD L+lK
1854427.00 6436727.88 429.10 FD L+lK
1854426.14 6436733.93 429.15 FD L+ TAG ILLEG
1854423.32 6436736.04 429.11 FD L+ TAG ILLEG
1854414.82 6436770.36 428.91 FD 31N BC USCE BM
COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT
,---~~~~;;~~~---i------::~;;;;;------;::------f~F;.B~.=~N;O~.=::::s~c~A~L!E~:;A~A-G~s-E~S~H~O~WN~~~T~O~====~~ . Q' l-o,-s-,G-Ne_o __ A_J_S_......,o_A_-re __ 5_/.,.2_1_/""2_0_2_,.4-I---------------------------; " Cannon SUBMITTED ________________ DATE _____ __,

PROJECT CONTROL PLAN
STA 1+00 TO STA 29+00
0 40 BO
1 INCH = 40 FEET

TWO WORKING DAYS BEFORE YOU DIG
(\i 1-"?.~ ORAWN NS/ALM OAT< 5/21/2024
t\)'\J ()J 1 } CHCCKCO JE OATE 5/21/2024
lHESE DRAWINGS ARE INS1RUl.4ENTS OF SERVICE AND ARE lHE PROPERTY OF CANNON. ALL OESIGNS ANO INFCF!l.4ATION ON lHESE ORAWINGS ARE FOR USE OF THE SPEOFlEO PROJECT AND SHALL NOT BE USED OTHERWISE OR REPRODUCED WITHOUT lHE EXPRESSED WRITTEN PERMISSION OF CANNON. OAT< REVISION BY APPROVED ________________ DATE. _____ ----1
JOB NO. _____ _
SHEET NO. 4 OF 26 SHEETS
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING ENGINEERING DDIVISION IVISION DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

COLDWATER CANON

ROADWAY REHABILITATION PROJECT

PROJECT CONTROL PLAN
STA 1+00 TO STA 29+00
Control Point Table
Point # Northing Easting Elevation Description
20 1854375.13 6436718.50 427.75 FD S+W ILLEG
21 1854400.51 6436726.09 428.53 FD CP RAMSET
22 1854722.11 6436697.40 437.80 FD S+W ILLEG
23 1854687.26 6436663.97 436.30 FD L+TK
24 1854672.72 6436659.75 435.33 FD FELT X CP
25 1854889.58 6436725.02 441.73 CP SET X
26 1855075.38 6436745.69 447.05 FD S+W ILLEG
27 1855237.71 6436723.67 451.19 FD S+W LS 5411
28 1855295.11 6436715.90 452.71 FD S+W LS 5411
29 1855331.17 6436710.91 453.62 FD S+W LS 5411
30 1855321.23 6436734.91 453.23 FD L+TK
31 1855343.24 6436681.81 453.90 FD S+W LS 5411
32 1855392.24 6436702.62 455.10 BM 372 L+TK
33 1855492.88 6436750.02 457.50 FD L+TAG LACFCD
34 1855586.16 6436965.56 462.68 FD WHT X CP
35 1855661.51 6437051.68 467.13 BM 363 L+MAG
36 1855824.70 6436911.63 468.53 FD S+W LS 5411
37 1855958.82 6436910.94 471.99 FD s+w LS 5411
38 1856162.44 6437087.90 475.12 FD S+W LS 8231
39 1855959.54 6437315.90 475.14 CP SET X
40 1856074.07 6437494.94 480.38 CP SET X
41 1859597.15 6438678.59 717.23 FD L+TAG RCE 25828
42 1859716.14 6438739.77 724.22 FD L+TAG LS 2614
43 1659990.59 6438786.00 740.00 FD L+TAG LS 7123
409 1856531.37 6438251.45 527.03 CP WHTX
410 1856495.37 6438175.43 520.98 CP WHTX
411 1856312.59 6438079,88 507.73 FD L+TK
412 1856316.05 6438082.98 507.94 FD L+TK
413 1856530.23 6438264.62 527.55 FD L+ TAG RCE ILLEG
414 1856959.63 6438486.83 563.07 FD L+TK
415 1856909.47 6438421.20 557.46 CP WHT X
416 1857360.86 6438610.83 594.45 CP WHT X
417 1857269.31 6438547.67 566.51 CP WHT X
418 1856991.20 6438499.95 565.64 BM 365 L+PK
419 1857625.07 6438653.94 611.38 BM 366 L+PK
420 1855323.02 6436734.79 453.27 FD L+TK
421 1855342.81 6436735.15 453.81 FD L+TK
422 1855348.83 6436735.64 453.99 FD L+TK
423 1855366.54 64367357.78 454.51 FD L+TK
424 1855419.92 6436753.04 455.90 FD L+TK
425 1855459.59 6436774.77 456.95 FD LAT
426 1855457.87 6436772.39 456.26 FD L+TK
427 1855464.60 6436778.22 457.11 FD L+TK
428 1855535.26 6436859.83 459.67 FD L+TK
429 1855360.22 6436693.48 454.37 FD L+TAG
430 1855320.58 6436691.52 453.50 FD L+TAG CITY BH
431 1855318.27 6436692.92 453.43 FD L+TK
432 1855314.57 6436694.47 453.30 FD L+TK
433 1855299.35 6436696.95 452.99 FD L+TAG BH
434 1655196.89 6436749.04 449.97 FD L+TK
435 1855034.02 6436730.18 445.53 CP WHT X
436 1854439.01 6436719.78 429.27 BM L+SPK
437 1854434.57 6436724.77 429.28 FD L+TK
438 1854427.00 6436727.88 429.10 FD L+TK
439 1854426.14 6436733.9.35 429.15 FD L+TAG ILLEG
440 1854423.32 6436736.04 429.11 FD L+TAG ILLEG
441 1854414.82 6436770.36 428.91 FD 3IN BC USCE BM
JOB NO . _
SHEET NO. 4 OF 26 SHEETS
A0ptRotfD A Tel
SU4A4]TTeD_DATE4

PUBLIC WORKS DEPARTMENT
TO
o»re 5/21/2024
o»re 5/21/2024
o»re 5/21/2024
PAGE

SCALES AS SHOWN
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THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OE

CANNON ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE

OF THE SPECIFIED PROJECT AND SHALL NOT BE USED OTHERMSE OR

REPRODUCED MTHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON cannon
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11900 Olympic Blvd, Suite 530
Los Angeles, CA 90064
P 310.664.1166 F 310.664.8877
12/31/2025
NO. 54105
EXP.
12/31/2025
NO. 54105
EXP.

Samer Elayyan, P.E. Daren Grilley, P.E. PTOE 5/16/2024 5/16/2024 22175 7175 " >,
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THESE DRAWINGS ARE INS1RUl.4ENTS OF SERVICE AND ARE THE PROPERTY OF CANNON. ALL DESIGNS AND INFCF!l.4ATION ON THESE DRAWINGS ARE FOR USE OF THE SPEOFlED PROJECT AND SHALL NOT BE USED OTHERWISE OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON.

SCALES AS SHOWN
F.B. NO. PAGE TO
DESIGNED AJS DATT: 5/21/2024
DRAWN NS/ALM DATT: 5/21/2024
CHECKED JE DATE 5/21/2024

REVISION BY
Point
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 43
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
#
Control Point Table
Northing Easting Elevation Description
1854375.13 6436718.50 427.75 FD S+W ILLEG
1854400.51 6436726.09 428.53 FD CP RAMSET
1854722.11 6436697.40 437.80 FD S+W ILLEG
1854687.26 6436663.97 436.30 FD L+ TK
1854672.72 6436659.75 435.33 FD FELT X CP
1854889.58 6436725.02 441.73 CP SET X
1855075.38 6436745.69 447.05 FD s+w ILLEG
1855237.71 6436723.67 451.19 FD S+W LS 5411
1855295.11 6436715.90 452.71 FD S+W LS 5411
1855331.17 6436710.91 453.62 FD s+w LS 5411
1855321.23 6436734.91 453.23 FD L+ TK
1855343.24 6436681.81 453.90 FD s+w LS 5411
1855392.24 6436702.62 455.10 BM 372 L+TK
1855492.88 6436750.02 457.50 FD L+ TAG LACFCD
1855586.16 6436965.56 462.68 FD WHT X CP
1855661.51 6437051.68 467.13 BM 363 L H.4AG
1855824.70 6436911.63 468.53 FD s+w LS 5411
1855958.82 6436910.94 471.99 FD s+w LS 5411
1856162.44 6437087.90 475.12 FD S+ W LS 8231
1855959.54 6437315.90 475.14 CP SET X
1856074.07 6437494.94 480.38 CP SET X
1859597.15 6438678.59 717.23 FD L+TAG RCE 25828
1859716.14 6438739.77 724.22 FD L+TAG LS 2614
1859990.59 6438786.00 740.00 FD L+ TAG LS 7123
1856531.37 6438251.45 527.03 CP WHT X
1856495.37 6438175.43 520.98 CP WHT X
1856312.59 6438079.88 507.73 FD L+TK
1856316.05 6438082.98 507.94 FD L+TK
1856530.23 6438264.62 527.55 FD L + TAG RCE ILLEG
1856959.63 6438486.83 563.07 FD L+ TK
1856909.47 6438421.20 557.46 CP WHT X
1857360.86 6438610.83 594.45 CP WHT X
1857269.31 6438547.67 586.51 CP WHT X
1856991.20 6438499.95 565.64 BM 365 L+PK
1857625.07 6438653.94 611.38 BM 366 L+PK
1855323.02 6436734.79 453.27 FD L+TK
1855342.81 6436735.15 453.81 FD L+TK
1855348.83 6436735.64 453.99 FD L+TK
1855366.54 6436737.78 454.51 FD L+ TK
1855419.92 6436753.04 455.90 FD L+ TK
1855459.59 6436774.77 456.95 FD L+TK
1855457.87 6436772.39 456.26 FD L+TK
1855464.60 6436778.22 457.11 FD L+TK
1855535.26 6436859.83 459.67 FD L+ TK
1855360.22 6436693.48 454.37 FD L+ TAG
1855320.58 6436691.52 453.50 FD L+TAG CITY BH
1855318.27 6436692.92 453.43 FD L+TK
1855314.57 6436694.47 453.30 FD L+TK
1855299.35 6436696.95 452.99 FD L+TAG BH
1855196.89 6436749.04 449.97 FD L+ TK
1855034.02 6436730.18 445.53 CP WHT X
1854439.01 6436719.7B 429.27 BM L+SPK
1854434.57 6436724.77 429.28 FD L+ TK
1854427.00 6436727.88 429.10 FD L+TK
1854426.14 6436733.93 429.15 FD L+ TAG ILLEG
1854423.32 6436736.04 429.11 FD L+ TAG ILLEG
1854414.82 6436770.36 428.91 FD 31N BC USCE BM
COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT

PROJECT CONTROL PLAN
STA 29+00 TO STA 58+00
SUBMITTED ________________ DATE _____ __,
APPROVED ________________ ,DATE _____ ---1
JOB NO. _____ _
SHEET NO. 5 OF 26 SHEETS
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING ENGINEERING DDIVISION IVISION DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

COLDWATER CANON

ROADWAY REHABILITATION PROJECT

PROJECT CONTROL PLAN
STA 29+00 TO STA 56+00
Control Point Table
Point # Northing Easting Elevation Description
20 1854375.13 6436718.50 427.75 FD S+W ILLEG
21 1854400.51 6436726.09 428.53 FD CP RAMSET
22 1854722.11 6436697.40 437.80 FD S+W ILLEG
23 1854687.26 6436663.97 436.30 FD L+TK
24 1854672.72 6436659.75 435.33 FD FELT X CP
25 1854889.58 6436725.02 441.73 CP SET X
26 1855075.38 6436745.69 447.05 FD S+W ILLEG
27 18552357.71 6436723.87 451.19 FD S+W LS 5411
28 1855295.11 6436715.90 452.71 FD S+W LS 5411
29 1855331.17 6436710.91 453.62 FD S+W LS 5411
30 1855321.23 6436734.91 453.23 FD L+TK
31 1855343.24 6436681.81 453.90 FD S+W LS 5411
32 1855392.24 6436702.62 455.10 BM 372 L+TK
33 1855492.88 6436750.02 457.50 FD L+TAG LACFCD
34 1855586.16 6436965.56 462.68 FD WHT X CP
35 1855661.51 6437051.68 467.13 BM 363 L+MAG
36 1855824.70 6436911.63 468.53 FD S+W LS 5411
37 1855958.82 6436910.94 471.99 FD S+W LS 5411
38 1856162.44 6437087.90 475.12 FD S+W LS 8231
39 1855959.54 6437315.90 475.14 CP SET X
40 1856074.07 6437494.94 480.38 CP SET X
41 1859597.15 6438678.59 717.23 FD L+TAG RCE 25828
42 1859716.14 6438739.77 724.22 FD L+TAG LS 2614
43 1859990.59 6438786.00 740.00 FD L+TAG LS 7123
409 1856531.37 6438251.45 527.03 CP WHT X
410 1856495.37 6438175.43 520.98 CP WHT X
411 1856312.59 6438079.88 507.73 FD L+TK
412 1856316.05 6438082.98 507.94 FD L+TK
413 1856530.23 6438264.62 527.55 FD L+TAG RCE lll.EG
414 1856959.63 6438486.83 563.07 FD L+TK
415 1856909.47 6438421.20 557.46 CP WHT X
416 1857360.86 6438610.8.3 594.45 CP WHT X
417 1857269.31 6438547.67 586.51 CP WHT X
418 1856991.20 6438499.95 565.64 BM 365 L+PK
419 1857625.07 6438653.94 611.38 BM 366 L+PK
420 1855323.02 6436734.79 453.27 FD L+TK
421 1855342.81 6436735.15 453.81 FD L+T
422 1855348.83 6436735.64 453.99 FD L+TK
423 1855366.54 6436737.78 454.51 FD L+TK
424 1855419.92 6436753.04 455.90 FD L+TK
425 1855459.59 6436774.77 456.95 FD L+TK
426 1855457.87 6436772.39 456.26 FD L+TK
427 1855464.60 6436778.22 457.11 FD L+TK
428 1855535.26 6436859.83 459.67 FD L+TK
429 1855360.22 6436693.48 454.37 FD L+TAG
430 1855320.58 6436691.52 453.50 FD L+TAG CITY BH
431 1855318.27 6436692.92 453.43 FD L+TK
432 1855314.57 6436694.47 453.30 FD L+TK
433 1855299.35 6436696.95 452.99 FD L+TAG BH
434 1855196.89 6436749.04 449.97 FD L+TK
435 1855034.02 6436730.18 445.53 CP WHT X
436 1854439.01 6436719.78 429.27 BM L+SPK
437 1854434.57 6436724.77 429.28 FD L+TK
438 1854427.00 6436727.88 429.10 FD L+T
439 1854426.14 6436733.93 429.15 FD L+TAG lll.EG
440 1854423.32 6436736.04 429.11 FD L+TAG lll.EG
441 1854414.82 6436770.36 428.91 FD 3IN BC USCE BM
JOB NO. _
SHEET NO, 5 OF 26 SHEETS
A0ptRotfD A Tel
SUBMITTED_DATE N

PUBLIC WORKS DEPARTMENT
TO
o»re 5/21/2024
o»re 5/21/2024
o»re 5/21/2024
PAGE
REMS1ON

SCALES AS SHOWN
DATE
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oesioNeo AJS
F.B. NO.
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THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OE

CANNON ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE

OF THE SPECIFIED PROJECT AND SHALL NOT BE USED OTHERMSE OR

REPRODUCED MTHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON cannon
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11900 Olympic Blvd, Suite 530
Los Angeles, CA 90064
P 310.664.1166 F 310.664.8877
12/31/2025
NO. 54105
EXP.
12/31/2025
NO. 54105
EXP.

Samer Elayyan, P.E. Daren Grilley, P.E. PTOE 5/16/2024 5/16/2024 22175 7175 z
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SET WHT X
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FD L/TK
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FD MAG BM UNK
COLDWATER CAF-lON DRIVE PROJECT CONTROL
0 40 BO
1 INCH = 40 FEET
SCALE 1"=40'

SCALES AS SHOWN
F.B. NO. PAGE TO
DESIGNED AJS DATT: 5/21/2024
DRAWN NS/ALM DATT: 5/21/2024
CHECKED JE DATE 5/21/2024

REVISION BY
Point
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 43
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
#
Control Point Table
Northing Easting Elevation Description
1854375.13 6436718.50 427.75 FD S+W ILLEG
1854400.51 6436726.09 428.53 FD CP RAMSET
1854722.11 6436697.40 437.80 FD s+w ILLEG
1854687.26 6436663.97 436.30 FD L+ 1K
1854672.72 6436659.75 435.33 FD FELT X CP
1854889.58 6436725.02 441.73 CP SET X
1855075.38 6436745.69 447.05 FD s+w ILLEG
1855237.71 6436723.67 451.19 FD s+w LS 5411
1855295.11 6436715.90 452.71 FD s+w LS 5411
1855331.17 6436710.91 453.62 FD s+w LS 5411
1855321.23 6436734.91 453.23 FD L+lK
1855343.24 6436681.81 453.90 FD s+w LS 5411
1855392.24 6436702.62 455.10 BM 372 L+lK
1855492.88 6436750.02 457.50 FD L+ TAG LACFCD
1855586.16 6436965.56 462.68 FD WHT X CP
1855661.51 6437051.68 467.13 BM 363 LH4AG
1855824.70 6436911.63 468.53 FD s+w LS 5411
1855958.82 6436910.94 471.99 FD s+w LS 5411
1856162.44 6437087.90 475.12 FD S+ W LS 8231
1855959.54 6437315.90 475.14 CP SET X
1856074.07 6437494.94 480.38 CP SET X
1859597.15 6438678.59 717.23 FD L+TAG RCE 25828
1859716.14 6438739.77 724.22 FD L+TAG LS 2614
1859990.59 6438786.00 740.00 FD L+ TAG LS 7123
1856531.37 6438251.45 527.03 CP WHT X
1856495.37 6438175.43 520.98 CP WHT X
1856312.59 6438079.88 507.73 FD L+lK
1856316.05 6438082.98 507.94 FD L+lK
1856530.23 6438264.62 527.55 FD L + TAG RCE ILLEG
1856959.63 6438486.83 563.07 FD L+lK
1856909.47 6438421.20 557.46 CP WHT X
1857360.86 6438610.83 594.45 CP WHT X
1857269.31 6438547.67 586.51 CP WHT X
1856991.20 6438499.95 565.64 BM 365 L+PK
1857625.07 6438653.94 611.38 BM 366 L+PK
1855323.02 6436734.79 453.27 FD L+lK
1855342.81 6436735.15 453.81 FD L+lK
1855348.83 6436735.64 453.99 FD L+lK
1855366.54 6436737.78 454.51 FD L+lK
1855419.92 6436753.04 455.90 FD L+lK
1855459.59 6436774.77 456.95 FD L+lK
1855457.87 6436772.39 456.26 FD L+lK
1855464.60 6436778.22 457.11 FD L+lK
1855535.26 6436859.83 459.67 FD L+lK
1855360.22 6436693.48 454.37 FD L+TAG
1855320.58 6436691.52 453.50 FD L+ TAG CITY BH
1855318.27 6436692.92 453.43 FD L+lK
1855314.57 6436694.47 453.30 FD L+lK
1855299.35 6436696.95 452.99 FD L+TAG BH
1855196.89 6436749.04 449.97 FD L+lK
1855034.02 6436730.18 445.53 CP WHT X
1854439.01 6436719.78 429.27 BM L+SPK
1854434.57 6436724.77 429.28 FD L+ 1K
1854427.00 6436727.88 429.10 FD L+ 1K
1854426.14 6436733.93 429.15 FD L+ TAG ILLEG
1854423.32 6436736.04 429.11 FD L+ TAG ILLEG
1854414.82 6436770.36 428.91 FD 31N BC USCE BM
COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT

PROJECT CONTROL PLAN
STA 58+00 TO STA 83+00
SUBMITTED ________________ DATE _____ __,
APPROVED ________________ ,DATE _____ ---1
JOB NO. _____ _
SHEET NO. 6 OF 26 SHEETS
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING ENGINEERING

DDIVISION IVISION
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

COLDWATER CANON

ROADWAY REHABILITATION PROJECT

PROJECT CONTROL PLAN
STA 56+00 TO STA 63+00
Control Point Table
Point #
Northing
Easting
Elevation
Description
20 18543575.13 6436718.50
427.75
FD S+W ILLEG
21 1854400.51 6436726.09 428.53 FD CP RAMSET
22 1854722.11 6436697.40 437.80 FD S+W ILLEG
23 1854687.26 6436663.97 436.30 FD L+TK
24 1854672.72 6436659.75 435.33 FD FELT X CP
25 1854889.58 6436725.02 441.73 CP SET X
26 1855075.38 6436745.69 447.05 FD S+W ILLEG
27 1855237.71 6436723.67 451.19 FD S+W LS 5411
28 1855295.11 6436715.90 452.71 FD S+W LS 5411
29 1855331.17 6436710.91 453.62 FD
S+W LS 5411
30 1855321.23 6436734.91 453.23 FD L+TK
31 1855343.24 6436681.81 453.90 FD S+W LS 5411
32 1855392.24 6436702.62 455.10 BM 372 L+TK
33 1855492.88 6436750.02 457.50 FD L+TAG LACFCD
34 1855586.16 6436965.56 462.68
FD HT X Op
35 1855661.51 6437051.68 467.13 BM 363 L+MAG
36 1855824.70 6436911.63 468.53 FD S+W LS 5411
37 1855958.82 6436910.94 471.99 FD s+w LS 5411
38 1856162.44 6437087.90 475.12 FD S+W LS 8231
39 1855959.54 6437315.90 475.14 CP SET X
40 1856074.07 6437494.94 480.38 CP SET X
41 1859597.15 6438678.59 717.23 FD L+TAG RCE 25828
42 1859716.14 6438739.77 724.22 FD L+TAG LS 2614
43 1859990.59 6438786.00 740.00 FD L+TAG LS 7123
409 1856531.37 6438251.45 527.03 CP WHT X
410 1856495.37 6438175.43 520.98 CP WHT X
411 1856312.59 6438079.88 507.73 FD L+TK
412 1856316.05 6438082.98 507.94 FD L+TK
413 1856530.23
6438264.62
527.55 FD
L+TAG RCE ILLEG
414 1856959.63 6438486.83 563.07 FD
L+TK
415 1856909.47 6438421.20 557.46 CP WHT X
416 1857360.86 6438610.83 594.45 CP WHT X
417 1857269.31 6438547.67 586.51 CP WHT X
418 1856991.20 6438499.95 565.64 BM 365 L+PK
419 1857625.07 6438653.94 611.38 BM 366 L+PK
420 1855323.02 6436734.79 453.27 FD L+TK
421 1855342.81 6436735.15 453.81 FD L+TK
422
1855348.83 6436735.64 453.99 FD
L+TK
423 1855366.54 6436737.78 454.51 FD
L+TK
424 1855419.92 6436753.04 455.90 FD
L+TK
425 1855459.59 6436774.77 456.95 FD L+T
426 1855457.87 6436772.39 456.26 FD L+TK
427 1855464.60 6436778.22 457.11 FD L+TK
428 1855535.26 6436859.83 459.67 FD L+TK
429 1855360.22 6436693.48 454.37 FD L+TAG
430
1855320.58 6436691.52
453.50 FD L+ TAG CITY BH
431 1855318.27 6436692.92 453.43 FD
L+TK
432 1855314.57 6436694.47 453.30 FD
L+TK
433 1855299.35 6436696.95 452.99 FD L+TAG BH
434 1855196.89 6436749.04 449.97 FD L+T
435 1855034.02 6436730.18 445.53 CP WHT X
436 1854439.01 6436719.78 429.27 BM L+SPK
437 1854434.57 6436724.77 429.28 FD L+TK
438
1854427.00
6436727.88 429.10 FD L+TK
439
1854426.14 6436733.9.3 429.15 FD L+TAG ILLEG
440 1854423.32 6436736.04 429.11 FD L+TAG ILLEG
441 1854414.82 6436770.36 428.91 FD 3IN BC USCE BM
JOB NO. _
SHEET NO. 6 OF 26 SHEETS

APPROVEO
OATE
_,
SUBMITTED_DATE N

PUBLIC WORKS DEPARTMENT
TO
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5/21/2024
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5/21/2024
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11900 Olympic Blvd, Suite 530
Los Angeles, CA 90064
P 310.664.1166 F 310.664.8877
12/31/2025
NO. 54105
EXP.

SHEET 20
12/31/2025
NO. 54105
EXP.

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THESE DRAWINGS ARE INS1RUl.4ENTS OF SERVICE AND ARE THE PROPERTY OF CANNON. ALL DESIGNS AND INFCF!l.4ATION ON THESE DRAWINGS ARE FOR USE OF THE SPEOFlED PROJECT AND SHALL NOT BE USED OTHERWISE OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON.

SCALES AS SHOWN
F.B. NO. PAGE TO
DESIGNED AJS OAT< 5/21/2024
DRAWN NS/ALM OAT< 5/21/2024
CHECKED JE OAT< 5/21/2024
OAT< REVISION BY
COLDWATER CAl'10N

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IMPROVEMENT PLAN KEVMAP
SUBMITTED _________________ DATE ______ _,
APPROVED _________________ ,DATE ______ --1
JOB NO. _____ _
SHEET NO. 7 OF 26 SHEETS
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
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JOB NO. _
SHEET NO. 7 OF 26 SHEETS

APPROVEO DATE
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SUBMITTED_DATE N

PUBLIC WORKS DEPARTMENT
TO
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PAGE
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SCALES AS SHOWN
DATE
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F.B. NO.

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OE

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FEATHER THAT NEEDS TO BE TEMPORARILY REMOVED, RESTORE AFTER CONSTRUCTION.

2. CONTOURS NOT SHOWN FOR CLARITY PURPOSES. DESIGN E

CALCULATED PURSUANT TO THE PROFILES AND PRECISE

3. ALL EXISTING UTILITY LIDS. MANHOLES, AND VA
TO MATCH FINISHED SURFACE.

4. ALL EXISTING MANHOLE LIDS TO INC

EXISTING VALVE AND UTILITY VA

COLLARS PER THE PROJECT

RCULAR CONCRETE COLLARS, AND ALL

S TO INCLUDE RECTANGULAR CONCRETE
CATIONS.

IPING NOTES

ND PROPOSED STRIPING NOT SHOWN FOR CLARITY OF THE
DESIGN.

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SPECIFICATIONS.

3. ALL PROPOSED CROSS WALIK STRIPING AND RELATED FEA llJRES SHALL BE PER SIGNAGE, STRIPING AND RRFB PLANS, SHEETS 23 - 26.

4. PAVEMENT DELINEATION AND MARKINGS SHALL BE THERMOPLASTIC.

BOUNDARY DISCLAIMER
THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY. THE

BOUNDARY INFORMATION SHOWN HEREON IS INTENDED FOR ORIENTATION ONLY, AND SUCH IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY.

PAVEMENT LEGEND
P'.777J : LIMITS OF MILL AND OVERLAY PER TYPICAL SECTION A, SHEET 3 1~.,. ·, I : PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 : PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3

CONSTRUCTION NOTES
,,:;\ REHABILITATE EXISTING PAVEMENT SURFACE PER PAVEMENT REHABILITATION DETAILS, \V SHEET 3.
r.;::;,. APPROXIMATE LIMITS OF NEWLY INSTALLED WATER MAIN UTILITY TRENCH WITH \!..:,I TEMPORARY ASPHALT PAVEMENT AND SLURRY TRENCH BACKFILL PER CITY OF BEVERLY HILLS COLDWATER CA~ON WATER MAIN REPLACEMENT PROJECT. INSTALL ONE ROLL

WIDE PAVEMENT FABRIC CENTERED OVERTOP WATER MAIN TRENCH PER TYPICAL SECTION A, SHEET 3.

SCALES AS SHOWN
COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT

N BEVERLY DRIVE PAVEMENT

IMPROVEMENT PLANS
PAGE TO STA t+GOTO STA tOtlD
AJS DATT: 5/21/2024 Samer Elayyan. P.E. DATE 5 15 2024 DATT: 5/21/2024 SUBMITTED DRAWN NS/ALM CHECKED JE DATE 5/21/2024
APPROVED Daren Grilley. P.E. PT0E DATE 5 15 2024
6/18/24 ADDENDUM NO. 2 AJS
JOB NO. 2217 DRWG.

SHEET NO. 8 OF 26 SHEETS NO. 7175
CITY OF BEVERLY HILLS, CALIFORNIA DATT: REVISION BY PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION

IRCULAR CONCRETE COLLARS, AND ALL

S TO INCLUDE RECTANGULAR CONCRETE
CATIONS.

COLDWATER CANON

ROADWAY REHABILITATION PROJECT

N BEVERLY DRIVE PAVEMENT

IMPROVEMENT PLANS
8TA 100 TO 8TA 10+00

IPING NOTES
LIMITS OF MILL AND OVERLAY PER TYPICAL SECTION A, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3

REHABILITATE EXISTING PAVEMENT SURFACE PER PAVEMENT REHABILITATION DETAILS, SHEET 3.

APPROXIMATE LIMITS OF NEWLY INSTALLED WATER MAIN UTILITY TRENCH WTH

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ND PROPOSED STRIPING NOT SHOWN FOR CLARITY OF THE
DESIGN.

EXISTING STRIPING TO BE REPLACED IN KIND PER COLDWATER CANON DRIVE MARKING DESIGN PLANS. SEE APPENDIX D OF THE PROJECT
SPECIFICATIONS.

3. ALL PROPOSED CROSS WALK STRIPING AND RELATED FEATURES SHALL BE PER SIGNAGE, STRIPING ANO RRFB PLANS, SHEETS 23 - 26.
4, PAVEMENT DELINEATION AND MARKINGS SHALL BE THERMOPLASTIC.

4. ALL EXISTING MANHOLE LIDS TO INC

EXISTING VALVE AND UTILITY VA

COLLARS PER THE PROJECT

1. ALL IMPROVEMENTS NOT CALLED OUT TO BE REMOVED, RELOCATED, OR RECONSTRUCTED SHALL REMAIN AND BE PROTECTED IN PLACE. ANY EXISTl

FEATHER THAT NEEDS TO BE TEMPORARILY REMOVED, RESTORE AFTER CONSTRUCTION.

2. CONTOURS NOT SHOWN FOR CLARITY PURPOSES. DESIGN EL

CALCULATED PURSUANT TO THE PROFILES AND PRECIS

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GENERAL NOTES

PAVEMENT LEGEND

THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY, THE

BOUNDARY INFORMATION SHOWN HEREON IS INTENDED FOR ORIENTATION ONLY, AND SUCH IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY.

BOUNDARY DISCLAIMER

CONSTRUCTION NOTES
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SCALES AS SHOWN
F.B. NO. PAGE TO
DESIGNED AJS o»re 5/21/2024
Samer Elayyan, P.E, 5 15 2024
o»re 5/21/2024

SUBMIT TED DATE

DRAWN NS/ALM
CHECKED JE o»re 5/21/2024
APPROVED Daren Gril ey, P.E. PTOE DATE 5 15 2024
6/18/24 ADDENDUM NO. 2 AJS
JOB NO. 2217 DRWG.

SHEET NO. 8 OF 26 SHEETS NO. 7175

CITY OF BEVERLY HILLS, CALIFORNIA
DATE REMS1ON BY

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
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GENERAL NOTES

1. ALL IMPROVEMENTS NOT CALLED OUT TO BE REMOVED, RELOCATED, OR RECONSTRUCTED SHALL REMAIN AND BE PROTECTED IN PLACE. ANY EXISTING

FEATHER THAT NEEDS TO BE TEMPORARILY REMOVED, RESTORE AFTER CONSTRUCTION.

2. CONTOURS NOT SHOWN FOR CLARITY PURPOSES. DESIGN ELEVATIONS SHALL BE CALCULATED PURSUANT TO THE PROFILES AND PRECISE GRADES SHOWN.

3. ALL EXISTING UTILITY LIDS. MANHOLES, AND VAL VE COVERS SHALL BE ADJUSTED TO MATCH FINISHED SURFACE.

4. ALL EXISTING MANHOLE LIDS TO INCLUDE CIRCULAR CONCRETE COLLARS, AND ALL

EXISTING VALVE AND UTILITY VAULT LIDS TO INCLUDE RECTANGULAR CONCRETE COLLARS PER THE PROJECT SPECIFICATIONS.

GENERAL STRIPING NOTES

1. ALL EXISTING AND PROPOSED STRIPING NOT SHOWN FOR CLARITY OF THE PAVEMENT DESIGN.

2. ALL EXISTING STRIPING TO BE REPLACED IN KIND PER COI.DWA TER CAFlON DRIVE MARKING DESIGN PLANS. SEE APPENDIX D OF THE PROJECT
SPECIFICATIONS.

3. ALL PROPOSED CROSS WALIK STIRIPING AND RELATED FEA TIJRES SHALL BE PER SIGNAGE, STRIPING AND RRFB PLANS, SHEETS 23 - 26.

4. PAVEMENT DELINEATION AND MARKINGS SHALL BE THERMOPLASTIC.

BOUNDARY DISCLAIMER
THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY. THE

BOUNDARY INFORMATION SHOWN HEREON IS INTENDED FOR ORIENTATION ONLY, AND SUCH IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY. 7 LIMFFS er MILL ANS 0'1ERLA¥ PER T¥Pl6AL SE6'.fl0tJ A, SIIEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3

CONSTRUCTION NOTES
0 @
REMOVE AND INSTALL NEW CURB AND GUTTER TO MATCH ADJACENT GUTTER 1'11DTHS AND GRADES SHOWN PER CITY OF BEVERLY HILLS STANDARD DWG. BH 106. INSTALL AND RECONNECT ALL EXISTING CURB DRAINS PER BEVERLY HILLS STANDARD DWG. BH 109.

REHABILITATE EXISTING PAVEMENT SURFACE PER PAVEMENT REHABILITATION DETAILS, SHEET 3.

REMOVE AND REPLACE CONCRETE ALLEY APPROACH PER CITY OF BEVERLY HILLS STANDARD DWG. BH 108 AND GRADES SHOWN. MATCH EXISTING \'t1DTH AND LAYOUT.

USE HIGH EARLY CONCRETE TO ALLOW TRAFFIC TO DRIVE OVER IMPROVEMENTS 1'11THIN 12 HOURS AFTER INSTALLATION.

APPROXIMATE LIMITS OF NEWLY INSTALLED WATER MAIN UTILITY TRENCH 1'11TH

TEMPORARY ASPHALT PAVEMENT AND SLURRY TRENCH BACKFILL PER CITY OF BEVERLY HILLS COLDWATER CARON WATER MAIN REPLACEMENT PROJECT. INSTALL ONE ROLL 1'11DE PAVEMENT FABRIC CENTERED OVERTOP WATER MAIN TRENCH PER TYPICAL SECTION A, SHEET 3.

COLDWATER CAl'10N
ROADWAY REHABILITATION PROJECT -0
<:
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COLDWATER CANON PROFILE VIEW
SCALE: HORIZ. 1 "=20'; VERT. 1 "=20' SCALES AS SHOWN
COLDWATER CAA0N DRIVE PAVEMENT
IMPROVEMENT PLANS ~
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THESE DRAWINGS ARE INS1RUl.4ENTS OF SERVICE AND ARE THE PROPERTY OF CANNON. ALL DESIGNS AND INFCF!l.4ATION ON THESE DRAWINGS ARE FOR USE OF THE SPEOFlED PROJECT AND SHALL NOT BE USED OTHERWISE OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON.

F.B. NO. PAGE TO
DESIGNED AJS DATT: 5/21/2024
DRAWN NS/ALM DATT: 5/21/2024
CHECKED JE DATE 5/21/2024
6/18/24 ADDENDUM NO. 2 AJS
DATT: REVISION BY
STA 10tl0 TO STA 11 IID
SUBMITTED Samer Elayyan. P.E. DATE 5 15 2024
APPROVED Daren Grilley. P.E. PTOE DATE 5 15 2024
JOB NO. 2217 DRWG.

SHEET NO. 9 OF 26 SHEETS NO. 7175

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3

REMOVE AND INSTALL NEW CURB AND GUTTER TO MATCH ADJACENT GUTTER WMDTHS AND GRADES SHOWN PER CITY OF BEVERLY HILLS STANDARD DWG. BH 106. INSTALL AND RECONNECT ALL EXISTING CURB DRAINS PER BEVERLY HILLS STANDARD DWG. BH 109.

REHABILITATE EXISTING PAVEMENT SURFACE PER PAVEMENT REHABILITATION DETAILS, SHEET 3.

REMOVE ANO REPLACE CONCRETE ALLEY APPROACH PER CITY OF BEVERLY HILLS STANDARD DWG. BH 108 AND GRADES SHOWN. MATCH EXISTING WMDTH AND LAYOUT.

USE HIGH EARLY CONCRETE TO ALLOW TRAFFIC TO DRIVE OVER IMPROVEMENTS MTHIN 12 HOURS AFTER INSTALLATION.

APPROXIMATE LIMITS OF NEWLY INSTALLED WATER MAIN UTILITY TRENCH WTH

TEMPORARY ASPHALT PAVEMENT AND SLURRY TRENCH BACKFILL PER CITY OF BEVERLY HILLS COLDWATER CANON WATER MAIN REPLACEMENT PROJECT. INSTALL ONE ROLL

WIDE PAVEMENT FABRIC CENTERED OVERTOP WATER MAIN TRENCH PER TYPICAL SECTION A, SHEET 3.

1. ALL EXISTING AND PROPOSED STRIPING NOT SHOWN FOR CLARITY OF THE PAVEMENT DESIGN.

2. ALL EXISTING STRIPING TO BE REPLACED IN KIND PER COLDWATER CANON DRIVE MARKING DESIGN PLANS. SEE APPENDIX D OF THE PROJECT
SPECIFICATIONS.

3. ALL PROPOSED CROSS WALK STRIPING AND RELATED FEATURES SHALL BE PER SIGNAGE, STRIPING ANO RRFB PLANS, SHEETS 23 - 26 .

4. PAVEMENT DELINEATION AND MARKINGS SHALL BE THERMOPLASTIC.

GENERAL NOTES

1. ALL IMPROVEMENTS NOT CALLED OUT TO BE REMOVED, RELOCATED, OR RECONSTRUCTED SHALL REMAIN AND BE PROTECTED IN PLACE. ANY EXISTING

FEATHER THAT NEEDS TO BE TEMPORARILY REMOVED, RESTORE AFTER CONSTRUCTION.

2. CONTOURS NOT SHOWN FOR CLARITY PURPOSES. DESIGN ELEVATIONS SHALL BE CALCULATED PURSUANT TO THE PROFILES AND PRECISE GRADES SHOWN.

3. ALL EXISTING UTILITY LIDS, MANHOLES, AND VALVE COVERS SHALL BE ADJUSTED TO MATCH FINISHED SURFACE.

4. ALL EXISTING MANHOLE LIDS TO INCLUDE CIRCULAR CONCRETE COLLARS, AND ALL

EXISTING VALVE AND UTILITY VAULT LIDS TO INCLUDE RECTANGULAR CONCRETE COLLARS PER THE PROJECT SPECIFICATIONS.

GENERAL STRIPING NOTES
THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY. THE

BOUNDARY INFORMATION SHOWN HEREON IS INTENDED FOR ORIENTATION ONLY, AND SUCH IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY.

BOUNDARY DISCLAIMER

CONSTRUCTION NOTES
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ROADWAY REHABILITATION PROJECT

COLDWATER CANON DRIVE PAVEMENT

IMPROVEMENT PLANS
PAGE TO 8TA 1000 TO 8TA 16+00

SCALES AS SHOWN
440
F.B. NO.

DESIGNED AJS o»re 5/21/2024
Samer Elayyan, P.E, 5/15/2024
o»re 5/21/2024

SUBMIT TED DATE

DRAWN NS/ALM
CHECKED JE o»re 5/21/2024
APPROVED Daren Gril ey, P.E. PTOE DATE 5/15/2024
6/18/24 ADDENDUM NO. 2 AJS
JOB NO. 2217 DRWG.

SHEET NO. 9 OF 26 SHEETS NO. 7175

CITY OF BEVERLY HILLS, CALIFORNIA
DATE REMS1ON BY

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OE

CANNON ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE

OF THE SPECIFIED PROJECT AND SHALL NOT BE USED OTHERMSE OR

REPRODUCED MTHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON cannon
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TWO WORKING DAYS BEFORE YOU DIG

PROFILE VIEW
SCALE: HORI2Z. 120'; VERT. 1"=20'

COLDWATER CANON
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9 11900 Olympic Blvd, Suite 530
Los Angeles, CA 90064
P 310.664.1166 F 310.664.8877
12/31/2025
NO. 54105
EXP.
12/31/2025
NO. 54105
EXP.

Samer Elayyan, P.E. Daren Grilley, P.E. PTOE 5/16/2024 5/16/2024 22175 7175 I

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COLDWATER CANON PROFILE VIEW

GENERAL NOTES

1. ALL IMPROVEMENTS NOT CALLED OUT TO BE REMOVED, RELOCATED, OR RECONSTRUCTED SHALL REMAIN AND BE PROTECTED IN PLACE. ANY EXISTING

FEATHER THAT NEEDS TO BE TEMPORARILY REMOVED, RESTORE AFTER CONSTRUCTION.

2. CONTOURS NOT SHOWN FOR CLARITY PURPOSES. DESIGN ELEVATIONS SHALL BE CALCULATED PURSUANT TO THE PROFILES AND PRECISE GRADES SHOWN.

3. ALL EXISTING UTILITY LIDS, MANHOLES, AND VAL VE COVERS SHALL BE ADJUSTED TO MATCH FINISHED SURFACE.

4. ALL EXISTING MANHOLE LIDS TO INCLUDE CIRCULAR CONCRETE COLLARS, AND ALL

EXISTING VALVE AND UTILITY VAULT LIDS TO INCLUDE RECTANGULAR CONCRETE COLLARS PER THE PROJECT SPECIFICATIONS.

GENERAL STRIPING NOTES

1. ALL EXISTING AND PROPOSED STRIPING NOT SHOWN FOR CLARITY OF THE PAVEMENT DESIGN.

2. ALL EXISTING STRIPING TO BE REPLACED IN KIND PER COLDWATER CAfilON DRIVE MARKlt-lG DESIGt-1 PLAt-lS. SEE APPEt-lDIX D OF THE PROJECT SPECIFICATIONS.

3. ALL PROPOSED CROSS WALK STIRIPING At-ID RELATED FEATURES SHALL BE PER SIGt-lAGE, STIRIPlt-lG At-ID RRFB PLAt-lS, SHEETS 23 - 26.

4. PAVEMENT DELINEATIOt-1 AND MARKlt-lGS SHALL BE THERMOPLASTIC.

BOUNDARY DISCLAIMER
THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY. THE BOUNDARY INFORMATION SHOWN HEREON IS INTEt-lDED FOR ORIENTATION ONLY, AND SUCH IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY.

PAVEMENT LEGEND
W_Ll : LIMITS OF MILL AND OVERLAY PER TYPICAL SECTION A, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3
,~. ·, I :

I I :

CONSTRUCTION NOTES
CD REMOVE AND INSTALL t-lEW CURB At-ID GUTTER TO MATCH ADJACENT GUTTER ~DTHS AND GRADES SHOWN PER CITY OF BEVERLY HILLS STANDARD DWG. BH 106. INSTALL AND RECONNECT ALL EXISTING CURB DRAINS PER BEVERLY HILLS STANDARD DWG. BH 109.

REHABILITATE EXISTING PAVEMENT SURFACE PER PAVEMENT REHABILITATION DETAILS, SHEET 3.

REMOVE AND RECONSTRUCT STORM DRAIN INLET GUTTER PAt-1 TO GRADES SHOWN PER DETAIL 1, SHEET 2.

REMOVE AND REPLACE CONCRETE ALLEY APPROACH PER CITY OF BEVERLY HILLS STANDARD DWG. BH 108 AND GRADES SHOWN. MATCH EXISTING ~DTH AND LAYOUT.

USE HIGH EARLY CONCRETE TO ALLOW TRAFFIC TO DRIVE OVER IMPROVEMENTS ~THIN 12 HOURS AFTER lt-lSTALILATIOt-1.
'22' REMOVE AND REPLACE EXISTING GUARDRAIL ~TH CAL TRAt-lS MIDWEST GUARDRAIL ~ SYSTEM ~TH STELL POSTS PER CALTRANS STANDARD PLAN A77L2.

COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT
.2
~ SCALE: HORIZ. 1 "=20'; VERT. 1 "=20' SCALES AS SHOWN
COLDWATER CAA0N DRIVE PAVEMENT

IMPROVEMENT PLANS
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THESE DRAWINGS ARE INS1RUl.4ENTS OF SERVICE AND ARE THE PROPERTY OF CANNON. ALL OESIGNS ANO INFCF!MATION ON THESE ORAWINGS ARE FOR USE OF THE SPEOFlEO PROJECT AND SHALL NOT BE USED OTHERWISE OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON.

F.B. NO_ PAGE TO
DESIGNED AJS DATT: 5/21/2024
DRAWN NS/ALM DATT: 5/21/2024
CHECKED JE DATE 5/21/2024

REVISION BY
STA 11• IIDTO 8TA21DtCJO
SUBMITTED ________________ DATE _____ __,
APPROVED ________________ ,DATE _____ -l
JOB NO. _____ _
SHEET NO. 10 OF 26 SHEETS
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION

1. ALL EXISTING AND PROPOSED STRIPING NOT SHOWN FOR CLARITY OF THE PAVEMENT DESIGN.

2. ALL EXISTING STRIPING TO BE REPLACED IN KIND PER COLDWATER CANON DRIVE MARKING DESIGN PLANS. SEE APPENDIX D OF THE PROJECT
SPECIFICATIONS.

3. ALL PROPOSED CROSS WALK STRIPING AND RELATED FEATURES SHALL BE PER SIGNAGE, STRIPING ANO RRFB PLANS, SHEETS 23 - 26.

4. PAVEMENT DELINEATION AND MARKINGS SHALL BE THERMOPLASTIC.

1. ALL IMPROVEMENTS NOT CALLED OUT TO BE REMOVED, RELOCATED, OR RECONSTRUCTED SHALL REMAIN AND BE PROTECTED IN PLACE. ANY EXISTING

FEATHER THAT NEEDS TO BE TEMPORARILY REMOVED, RESTORE AFTER CONSTRUCTION.

2. CONTOURS NOT SHOWN FOR CLARITY PURPOSES. DESIGN ELEVATIONS SHALL BE CAL CU LA TED PURSUANT TO THE PROFILES AND PRECISE GRADES SHOWN.

3. ALL EXISTING UTILITY LIDS, MANHOLES, AND VALVE COVERS SHALL BE ADJUSTED TO MATCH FINISHED SURFACE.

4. ALL EXISTING MANHOLE LIDS TO INCLUDE CIRCULAR CONCRETE COLLARS, AND ALL

EXISTING VALVE AND UTILITY VAULT LIDS TO INCLUDE RECTANGULAR CONCRETE COLLARS PER THE PROJECT SPECIFICATIONS.

GENERAL STRIPING NOTES

GENERAL NOTES
THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY. THE

BOUNDARY INFORMATION SHOWN HEREON IS INTENDED FOR ORIENTATION ONLY, AND SUCH IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY.

BOUNDARY DISCLAIMER
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UMITS OF MILL AND OVERLAY PER TYPICAL SECTION A, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3

CONSTRUCTION NOTES

COLDWATER CANON
f

DRIVE PAVEMENT IMPROVEMENT PLANS
SCALE: 120'

PLAN VIEW
20 1 INCH = 20 FEET
•
0 REMOVE AND INSTALL NEW CURB AND GUTTER TO MATCH ADJACENT GUTTER MDTHS AND GRADES SHOWN PER CITY OF BEVERLY HILLS STANDARD DWG. BH 106. INSTALL ANO RECONNECT ALL EXISTING CURB DRAINS PER BEVERLY HILLS STANDARD DWG. BH 109.

REHABILITATE EXISTING PAVEMENT SURFACE PER PAVEMENT REHABILITATION DETAILS, SHEET 3.

REMOVE AND RECONSTRUCT STORM DRAIN INLET GUTTER PAN TO GRADES SHOWN PER DETAIL 1, SHEET 2.

REMOVE AND REPLACE CONCRETE ALLEY APPROACH PER CITY OF BEVERLY HILLS STANDARD DWG. BH 108 AND GRADES SHOWN. MATCH EXISTING WIDTH AND LAYOUT.

USE HIGH EARLY CONCRETE TO ALLOW TRAFFIC TO DRIVE OVER IMPROVEMENTS WMTHIN 12 HOURS AFTER INSTALLATION.

REMOVE AND REPLACE EXISTING GUARDRAIL WITH CALlRANS MIDWEST GUARDRAIL SYSTEM WITH STELL POSTS PER CALTRANS STANDARD PLAN A77L2.

ENGINEERING DIVISION
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

COLDWATER CANON

ROADWAY REHABILITATION PROJECT

COLDWATER CANON DRIVE PAVEMENT

IMPROVEMENT PLANS
8TA 1600 TO 8TA 2000
JOB NO. _
SHEET NO. 1 0 OF 26 SHEETS
A0ptRotfD A Tel
SUBMITTED_DATE N

PUBLIC WORKS DEPARTMENT
TO
o»re 5/21/2024
o»re 5/21/2024
o»re 5/21/2024
-
PAGE

SCALES AS SHOWN
ceceo JE
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THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OE

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OF THE SPECIFIED PROJECT AND SHALL NOT BE USED OTHERMSE OR

REPRODUCED MTHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON cannon
I

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PROFILE VIEW

1.80%
I

FINISHED GROUND -
AT CEN ERLINE I \
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- -- - - --i---- - - 1-- - -- -- - -- - --f- - -1--- _,_ - - - SCALE: HORI2Z. 120'; VERT. 1"=20'
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9 11900 Olympic Blvd, Suite 530
Los Angeles, CA 90064
P 310.664.1166 F 310.664.8877
12/31/2025
NO. 54105
EXP.
12/31/2025
NO. 54105
EXP.

Samer Elayyan, P.E. Daren Grilley, P.E. PTOE 5/16/2024 5/16/2024 22175 7175 _ -FO -
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I ADDRESS:
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COLDWATER CANON DRIVE PAVEMENT IMPROVEMENT PLANS PLAN VIEW SCALE: 1•-20•
I J ' ~·
cc~>< ~ ~~~ 1.1...-
0 20 ..
1 INCH = 20 FEET
SDMH
RIM - 492.BB'V
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-0
C
0 C COLDWATER CANON PROFILE VIEW

GENERAL NOTES

1. ALL IMPROVEMENTS NOT CALLED OUT TO BE REMOVED, RELOCA TIED, OR RECONSTRUCTIED SHALL REMAIN AND BE PROTIECTIED IN PLACE. ANY EXISTING

FEATHER THAT NEEDS TO BE TIEMPORARILY REMOVED, RESTORE AFTIER CONSTRUCTION.

2. CONTOURS NOT SHOWN FOR CLARITY PURPOSES. DESIGN ELEVATIONS SHALL BE CALCULA TIED PURSUANT TO THE PROFILES AND PRECISE GRADES SHOWN.

3. ALL EXISTING UTILITY LIDS, MANHOLES, AND VAL VE COVERS SHALL BE ADJUSTIED TO MATCH FINISHED SURFACE.

4. ALL EXISTING MANHOLE LIDS TO INCLUDE CIRCULAR CONCRETE COLLARS, AND ALL

EXISTING VALVE AND UTILITY VAULT LIDS TO INCLUDE RECTANGULAR CONCRETIE COLLARS PER THE PROJECT SPECIFlCA TIONS.

GENERAL STRIPING NOTES

1. ALL EXISTING AND PROPOSED STRIPING NOT SHOWN FOR CLARITY OF THE PAVEMENT DESIGN.

2. ALL EXISTING STRIPING TO BE REPLACED IN KIND PER COLDWATER CAfilON DRIVE MARKING DESIGN PLANS. SEE APPENDIX D OF THE PROJECT
SPECIFlCA TIONS.

3. ALL PROPOSED CROSS WALK STRIPING AND RELA TIED FEATURES SHALL BE PER SIGNAGE, STRIPING AND RRFB PLANS, SHEETS 23 - 26.

4. PAVEMENT DELINEATION AND MARKINGS SHALL BE THERMOPLASTIC.

BOUNDARY DISCLAIMER
THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY. THE

BOUNDARY INFORMATION SHOWN HEREON IS INTIENDED FOR ORIENTATION ONLY, AND SUCH IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY.

PAVEMENT LEGEND
P'.7Z2J : LIMITS OF MILL AND OVERLAY PER TYPICAL SECTION A, SHEET 3 ~'~•-·~-·~·,~' : PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 , .... __ __,I : PAVEMENT REHABILITATION PER TYPICAL SECTION c. SHEET 3

CONSTRUCTION NOTES
0 REMOVE AND INSTALL NEW CURB AND GUTTIER TO MATCH ADJACENT GUTTIER WIDTHS AND GRADES SHOWN PER CITY OF BEVERLY HILLS STANDARD DWG. BH 106. INSTALL AND RECONNECT ALL EXISTING CURB DRAINS PER BEVERLY HILLS STANDARD DWG. BH 109.

REHABILITATIE EXISTING PAVEMENT SURFACE PER PAVEMENT REHABILITATION DETAILS, SHEET 3.

REMOVE AND REPLACE EXISTING DRIVEWAY TO MATCH MATCH EXISTING WIDTH AND LAYOUT PER CITY OF BEVERLY HILLS STANDARD DWG BH 101. MATCH ADJACENT GUTTIER WIDTHS.

REMOVE AND RECONSTRUCT STORM DRAIN INLET GUTTIER PAN TO GRADES SHOWN PER DETAIL 1, SHEET 2.

REMOVE AND REPLACE CONCRETIE ALLEY APPROACH PER CITY OF BEVERLY HILLS STANDARD DWG. BH 108 AND GRADES SHOWN. MATCH EXISTING WIDTH AND LAYOUT.

USE HIGH EARLY CONCRETIE TO ALLOW TRAFFIC TO DRIVE OVER IMPROVEMENTS WITHIN 12 HOURS AFTIER INSTALLATION.

REMOVE AND REPLACE EXISTING GUARDRAIL WITH CAL TRANS MIDWEST GUARDRAIL SYSTIEM WITH STIELL POSTS PER CAL TRANS STANDARD PLAN A77L2.

COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT
.2
~ SCALE: HORIZ. 1 •-20'; VERT. 1 •-20' SCALES AS SHOWN
COLDWATER CAA0N DRIVE PAVEMENT

IMPROVEMENT PLANS
" ::, STA»-0010 STAIB DO
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THESE DRAWINGS ARE INS1RUl.4ENTS OF SERVICE AND ARE THE PROPERTY OF CANNON. ALL DESIGNS AND INFCF!l.4ATION ON THESE DRAWINGS ARE FOR USE OF THE SPEOFlED PROJECT AND SHALL NOT BE USED OTHERWISE OR REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON.

F.B. NO. PAGE TO
DESIGNED AJS DATT: 5/21/2024
DRAWN NS/ALM DATT: 5/21/2024
CHECKED JE DATE 5/21/2024

REVISION BY
SUBMITTED _________________ DATE ______ __,
APPROVED _________________ ,DATE ______ -1
JOB NO, _____ _
SHEET NO. 11 OF 26 SHEETS
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
uwrs Of EDGE oRvo
\ -.

SCALE: 120'
UMITS OF MILL AND OVERLAY PER TYPICAL SECTION A, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3

REMOVE AND INSTALL NEW CURB AND GUTTER TO MATCH ADJACENT GUTTER WDTHS AND GRADES SHOWN PER CITY OF BEVERLY HILLS STANDARD DWG. BH 106. INSTALL AND RECONNECT ALL EXISTING CURB DRAINS PER BEVERLY HILLS STANDARD DWG. BH 109.

REHABILITATE EXISTING PAVEMENT SURFACE PER PAVEMENT REHABILITATION DETAILS, SHEET 3.

REMOVE AND REPLACE EXISTING DRIVEWAY TO MATCH MATCH EXISTING WIDTH AND LAYOUT PER CITY OF BEVERLY HILLS STANDARD OWG BH 101. MATCH ADJACENT GUTTER MD THS.

REMOVE AND RECONSTRUCT STORM DRAIN INLET GUTTER PAN TO GRADES SHOWN PER DETAIL 1, SHEET 2.

REMOVE AND REPLACE CONCRETE ALLEY APPROACH PER CITY OF BEVERLY HILLS STANDARD DWG. BH 108 AND GRADES SHOWN. MATCH EXISTING WIDTH AND LAYOUT.

USE HIGH EARLY CONCRETE TO ALLOW TRAFFIC TO DRIVE OVER IMPROVEMENTS MTHIN 12 HOURS AFTER INSTALLATION.

REMOVE AND REPLACE EXISTING GUARDRAIL 'NITH CALTRANS MIDWEST GUARDRAIL SYSTEM MTH STELL POSTS PER CALTRANS STANDARD PLAN A77L2.

1. ALL EXISTING AND PROPOSED STRIPING NOT SHOWN FOR CLARITY OF THE PAVEMENT DESIGN.

2. ALL EXISTING STRIPING TO BE REPLACED IN KIND PER COLDWATER CANON DRIVE MARKING DESIGN PLANS. SEE APPENDIX D OF THE PROJECT
SPECIFICATIONS.

3. ALL PROPOSED CROSS WALK STRIPING AND RELATED FEATURES SHALL BE PER SIGNAGE, STRIPING AND RRFB PLANS, SHEETS 23 - 26.

4. PAVEMENT DELINEATION AND MARKINGS SHALL BE THERMOPLASTIC.

GENERAL NOTES

PAVEMENT LEGEND

1. ALL IMPROVEMENTS NOT CALLED OUT TO BE REMOVED, RELOCATED, OR RECONSlRUClED SHALL REMAIN AND BE PROTECTED IN PLACE. ANY EXISTING

FEATHER THAT NEEDS TO BE TEMPORARILY REMOVED, RESTORE AFTER CONSlRUCllON.

2. CONTOURS NOT SHOWN FOR CLARITY PURPOSES. DESIGN ELEVATIONS SHALL BE CAL CU LATED PURSUANT TO THE PROFILES AND PRECISE GRADES SHOWN.

3. ALL EXISTING UTILITY LIDS, MANHOLES, AND VALVE COVERS SHALL BE ADJUSTED TO MATCH FINISHED SURFACE.

4. ALL EXISTING MANHOLE LIDS TO INCLUDE CIRCULAR CONCRETE COLLARS, AND ALL EXISTING VALVE AND UTILITY VAULT LIDS TO INCLUDE RECTANGULAR CONCRElE COLLARS PER THE PROJECT SPECIFICATIONS.

GENERAL STRIPING NOTES
THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY. THE

BOUNDARY INFORMATION SHOWN HEREON IS INTENDED FOR ORIENTATION ONLY, AND SUCH IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY.

BOUNDARY DISCLAIMER
(777 :

I I
:

CONSTRUCTION NOTES
0 0
0 0
@
SDMH
RIM = 492.88'(/
INV = 485.9'
36" RCP -- NOR%
12" CSP -- NORTHWE
36" RCP -- SC'JTH
DRY/ABANDQJ~ED'
20 1 INCH = 20 FEET
/
/
I
\\
I

PLAN VIEW
\
\
\
\
\
Ar _-
- j
-- . -
·o
I
\

COLDWATER CANON DRIVE PAVEMENT IMPROVEMENT PLANS
°'
I ADDRESS:
1030
0 II
.1
o
-
•
l
500 +++++++++++'
sb 8 Z5
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s
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lg' 5 , ~ate_
}l+])l]+]ik lL ][++] l+[+]'f} [+] lL_ '

5.50%
500
480
-
I

3.57%

FINISHED SURFACE AT FLOWLINE -/
I
480

ENGINEERING DIVISION
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

COLDWATER CANON

ROADWAY REHABILITATION PROJECT

COLDWATER CANON DRIVE PAVEMENT

IMPROVEMENT PLANS
8TA 20+00 TO 8TA 2600
JOB NO. _
SHEET NO. 11 OF 26 SHEETS

APPROVEO OATE
_,
SUBMITTED_DATE N

PUBLIC WORKS DEPARTMENT
TO
o»re 5/21/2024
o»re 5/21/2024
o»re 5/21/2024
PAGE
REMS1ON

SCALES AS SHOWN
480
500
460
480
500
460
25+00
DATE
ceceo JE
ow» NS/ALM
oesioNeo AJS
F.B. NO.

2.40%
24+50
I

2.24%

FINISHED' SURFACE AT FLOWLINE -'
I

3.63%
I

3.50%

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OE

CANNON ALL DESIGNS AND INFORMATION ON THESE DRAWINGS ARE FOR USE

OF THE SPECIFIED PROJECT AND SHALL NOT BE USED OTHERMSE OR

REPRODUCED MTHOUT THE EXPRESSED WRITTEN PERMISSION OF CANNON cannon
24+00

3.90%
-
23+50
(EX) IGHT FLOWLINE -- FINISHED URFACI AT FLOWMINE
a
811
I

5.09%
-

TWO WORKING DAYS BEFORE YOU DIG
23 00
4,47%

PROFILE VIEW
22+50
--r---- -- -- i---
SCALE: HORI2Z. 120'; VERT. 1"=20'
+---+----e-----+---+---+---+-- FINISH-E+-5\J-RJCE

AT FLOWLINE -
22+00

COLDWATER CANON
I •
21+50
FINISHED SURFACE AT FLOWLINF -h
21+00 I 20+50
--- ------ --- -- ---
--f--- -- ------ --

1.46%
460
20+00
-
-----
480
500
460
480
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12/31/2025
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EXP.
12/31/2025
NO. 54105
EXP.

Samer Elayyan, P.E. Daren Grilley, P.E. PTOE 5/16/2024 5/16/2024 22175 7175 I
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" ,:: COLDWATER CANON PROFILE VIEW

GENERAL NOTES

1. ALL IMPROVEMENTS NOT CALLED OUT TO BE REMOVED, RELOCATED, OR RECONSTRUCTED SHALL REMAIN AND BE PROTECTED IN PLACE. ANY EXISTING

FEATHER THAT NEEDS TO BE TEMPORARILY REMOVED, RESTORE AFTER CONSTRUCTION.

2. CONTOURS NOT SHOWN FOR CLARITY PURPOSES. DESIGN ELEVATIONS SHALL BE CALCULATED PURSUANT TO THE PROFILES AND PRECISE GRADES SHOWN.

3. ALL EXISTING UTILITY LIDS, MANHOLES, AND VAL VE COVERS SHALL BE ADJUSTED TO MATCH FINISHED SURFACE.

4. ALL EXISTING MANHOLE LIDS TO INCLUDE CIRCULAR CONCRETE COLLARS, AND ALL EXISllNG VALVE AND UTILITY VAULT LIDS TO INCLUDE RECTANGULAR CONCRETE COLLARS PER THE PROJECT SPECIFICATIONS.

GENERAL STRIPING NOTES

1. ALL EXISTING AND PROPOSED STRIPING NOT SHOWN FOR CLARITY OF THE PAVEMENT DESIGN.

2. ALL EXISTING STRIPING TO BE REPLACED IN KIND PER COLDWATER CAFlON DRIVE MARKING DESIGN PLANS. SEE APPEt-lDIX D OF THE PROJECT
SPECIFICA llONS.

3. ALL PROPOSED CROSS WALK STRIPING AND RELATED FEATURES SHALL BE PER SIGNAGE, STRIPING AND RRFB PLANS, SHEETS 23 - 26.

4. PAVEMENT DELINEATION AND MARKINGS SHALL BE THERMOPLASTIC.

BOUNDARY DISCLAIMER
THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY. THE

BOUNDARY INFORMATION SHOWN HEREON IS INTENDED FOR ORIENTATION ONLY, AND SUCH IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY.

PAVEMENT LEGEND
P'.7Z2J : LIMITS OF MILL AND OVERLAY PER TYPICAL SECTION A, SHEET 3 ,~ ·, I
I I
:
:

PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3

CONSTRUCTION NOTES
CD REMOVE AND INSTALL NEW CURB AND GUTTER TO MATCH ADJACENT GUTTER ~DTHS AND GRADES SHOWN PER CITY OF BEVERLY HILLS STANDARD DWG. BH 106. INSTALL AND RECONNECT ALL EXISTING CURB DRAINS PER BEVERLY HILLS STANDARD DWG. BH 109.

REHABILITATE EXISTING PAVEMENT SURFACE PER PAVEMENT REHABILITATION DETAILS, SHEET 3.

REMOVE AND REPLACE EXISTING DRIVEWAY TO MATCH MATCH EXISTING ~DTH AND LAYOUT PER CITY OF BEVERLY HILLS STANDARD DWG BH 101. MATCH ADJACENT GUTTER ~DTHS.
@ APPROXIMATE SQUARE FOOTAGE OF LOCALIZED DIGOUT PER DETAIL 3, SHEET 2.

COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT
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IMPROVEMENT PLANS
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F.B. NO. PAGE TO
DESIGNED AJS DATT: 5/21/2024
DRAWN NS/ALM DATT: 5/21/2024
CHECKED JE DATE 5/21/2024

REVISION BY
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SUBMITTED _________________ DATE ______ _,
APPROVED _________________ ,DATE ______ -1
JOB NO, _____ _
SHEET NO. 12 OF 26 SHEETS
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
I
LIMITS OF MILL AND OVERLAY PER TYPICAL SECTION A, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3

REMOVE AND INSTALL NEW CURB AND GUTTER TO MATCH ADJACENT GUTTER WMDTHS AND GRADES SHOWN PER CITY OF BEVERLY HILLS STANDARD DWG. BH 106. INSTALL ANO RECONNECT All EXISTING CURB DRAINS PER BEVERLY HILLS STANDARD DWG. BH 109.

REHABILITATE EXISTING PAVEMENT SURFACE PER PAVEMENT REHABILITATION DETAILS, SHEET 3.

REMOVE AND REPLACE EXISTING DRIVEWAY TO MATCH MATCH EXISTING WMDTH AND LAYOUT PER CITY OF BEVERLY HILLS STANDARD DWG BH 101. MATCH ADJACENT GUTTER WIDTHS.

1. ALL EXISTING AND PROPOSED STRIPING NOT SHOWN FOR CLARITY OF THE PAVEMENT DESIGN.

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3. ALL PROPOSED CROSS WALK STRIPING AND RELATED FEATURES SHALL BE PER SIGNAGE, STRIPING ANO RRFB PLANS, SHEETS 23 - 26.

4. PAVEMENT DELINEATION AND MARKINGS SHALL BE THERMOPLASTIC.

1. ALL IMPROVEMENTS NOT CALLED OUT TO BE REMOVED, RELOCA lED, OR RECONSTRUCTED SHALL REMAIN AND BE PROTECTED IN PLACE. ANY EXISTING

FEATHER THAT NEEDS TO BE TEMPORARILY REMOVED, RESTORE AFTER CONSTRUCTION.

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4. ALL EXISTING MANHOLE LIDS TO INCLUDE CIRCULAR CONCRETE COLLARS, ANO ALL

EXISTING VALVE AND UTILITY VAULT LIDS TO INCLUDE RECTANGULAR CONCRETE COLLARS PER THE PROJECT SPECIFICATIONS.

GENERAL STRIPING NOTES

GENERAL NOTES

PAVEMENT LEGEND
THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY. THE

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BOUNDARY DISCLAIMER
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NO. 54105
EXP.

Samer Elayyan, P.E. Daren Grilley, P.E. PTOE 5/16/2024 5/16/2024 22175 7175 I
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1 ~c2~•-:;;:;;ae-=t=~7-==t=-=--,-,--t---t--t-----j1--,-~t--:::t--:::-=:t:--J/1L__1-i\ 1--~ w--1 -5*1-1--t--,--tt- ~!----: _1. :.:61,.tF~[::~~=~~-=tc==t--r-==,-,--t-----t--t----t----t--,-,--,-,--,-,--,--,-,--,-,--i- 540 ~ ·- --< I ( ) mn 7.68,- - -i- - - \ _j EX RIGHT FILO,.. NE _ ~ 1-_ __j_ __ J __ _j_ __ _j_' '\\ _ _j __ __j__ __ j_ _ __j__flFl~N~IS~~~ED~SilJUF'1'F"_I_A\c:C~E_1A~•:__FI FIL,C:O'\YljWL~N~E ='___j__ __ j_ _ __j_ __ _j_ _ _j_ __ __j__ _ _j __ _j"'----J ~=¼:=-==:j::._=:_-=_j:1--::_ _ _j_ - _-_ _j __ __j__ __ j__ j__ / j_ _ __j_ __ _j_ _ _j_ __ __j__ _ _j~ _ __j__ __ j_ _ __j_ __ _j_ _ _j_ __ __j__ __ ~ _ __j__ __ j_ _ __j_ __ _j_ _ _j_ __ __j__ __ ~ _ __j__ __ j_ _ _j_ __ _j_ __ 1~ -__j__ _ _j ] \_ FINISHEb SURF CE AT "LOWILIN" FINISHEI SURFACE AT FLOWILINE _J 0 >---+-:500- IL--+--t-----+--+----t--+---,f---+--t-----+--+----t--+--f---+--t-----+--+----t-5l!!8-+ --,s1Je--f----+--t----t--+----t--+--f----+--t----t--+---t--+--l----+--t---t--+---t--+--t---+--t---t--+---t--+--t---+- :520,-+---+ ~ l 30 -oo 30+50 31 t oo 31 1 50 32+00 32· -5o 33+oo 33+50 34. -oo 34+50 35- -oo c l---'----'---'----'-----'---'---'---'----'---'----'----'---'---'---'----'---'----'-----'---'---'---'----'----'---'-----'---'---'---'----'----'----'------''---'---'---'----'----'----'----'---'---'---'----'----'----'----'---'---'---'----'----'----'-----' ~ c::,
-c,
C
C

C COLDWATER CANON PROFILE VIEW

GENERAL NOTES

1. ALL IMPROVEMENTS NOT CALLED OUT TO BE REMOVED, RELOCATED, OR RECONSTRUCTED SHALL REMAIN AND BE PROTECTED IN PLACE. ANY EXISTING

FEATHER THAT NEEDS TO BE TEMPORARILY REMOVED, RESTORE AFTER CONSTRUCTION.

2. CONTOURS NOT SHOWN FOR CLARITY PURPOSES. DESIGN ELEVATIONS SHALL BE CALCULATED PURSUANT TO THE PROFILES AND PRECISE GRADES SHOWN.

3. ALL EXISTING UTILITY LIDS. MANHOLES, AND VAL VE COVERS SHALL BE ADJUSTED TO MATCH FINISHED SURFACE.

4. ALL EXISTING MANHOLE LIDS TO INCLUDE CIRCULAR CONCRETE COLLARS, AND ALL

EXISTING VALVE AND UTILITY VAULT LIDS TO INCLUDE RECTANGULAR CONCRETE COLLARS PER THE PROJECT SPECIFICATIONS.

GENERAL STRIPING NOTES

1. ALL EXISTING AND PROPOSED STRIPING NOT SHOWN FOR CLARITY OF THE PAVEMENT DESIGN.

2. ALL EXISTING STRIPING TO BE REPLACED IN KIND PER COLDWATER CAFlON DRIVE MARKING DESIGN PLANS. SEE APPENDIX D OF THE PROJECT
SPECIFICATIONS.

3. ALL PROPOSED CROSS WALIK STRIPING AND RELATED FEA TIJRES SHALL BE PER SIGNAGE, STRIPING AND RRFB PLANS, SHEETS 23 - 26 .

4. PAVEMENT DELINEATION AND MARKINGS SHALL BE THERMOPLASTIC.

BOUNDARY DISCLAIMER
THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY. THE

BOUNDARY INFORMATION SHOWN HEREON IS INTENDED FOR ORIENTATION ONLY, AND SUCH IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY.

PAVEMENT LEGEND
f1// /J : LIMITS OF MILL AND OVERLAY PER TYPICAL SECTION A, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3
,~ ·, I :

I I :

CONSTRUCTION NOTES
CD
®
0 REMOVE AND INSTALL NEW CURB AND GUTTER TO MATCH ADJACENT GUTTER WIDTHS AND GRADES SHOWN PER CITY OF BEVERLY HILLS STANDARD DWG. BH 106. INSTALL AND RECONNECT ALL EXISTING CURB DRAINS PER BEVERLY HILLS STANDARD DWG. BH 109.

REHABILITATE EXISTING PAVEMENT SURFACE PER PAVEMENT REHABILITATION DETAILS, SHEET 3.

COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT
.2
~ SCALE: HORIZ. 1 "=20'; VERT. 1 "=20' SCALES AS SHOWN
COLDWATER CAA0N DRIVE PAVEMENT

IMPROVEMENT PLANS
" ::,
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a.
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0 N
N
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N
N
2 0
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811
....
...

F.B. NO. PAGE TO
DESIGNED AJS DATT: 5/21/2024
DRAWN NS/ALM DATT: 5/21/2024
CHECKED JE DATE 5/21/2024

REVISION BY
STA 80-00 TO STA 3lf DO
SUBMITTED ________________ DATE _____ __,
APPROVED ________________ ,DATE _____ --1
JOB NO, _____ _
SHEET NO. 13 OF 26 SHEETS
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
SCALE: 120'
I

COLDWATER CANON DRIVE PAVEMENT IMPROVEMENT PLANS
LIMITS OF MILL AND OVERLAY PER TYPICAL SECTION A, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3

REMOVE AND INSTALL NEW CURB AND GUTTER TO MATCH ADJACENT GUTTER MDTHS AND GRADES SHOWN PER CITY OF BEVERLY HILLS STANDARD DWG. BH 106. INSTALL AND RECONNECT ALL EXISllNG CURB DRAINS PER BEVERLY HILLS STANDARD DWG. BH 109.

REHABILITATE EXISTING PAVEMENT SURFACE PER PAVEMENT REHABILITATION DETAILS, SHEET 3.

REMOVE AND REPLACE EXISTING DRIVEWAY TO MATCH MATCH EXISTING WIDTH AND LAYOUT PER CITY OF BEVERLY HILLS STANDARD DWG BH 101. MATCH ADJACENT GUTTER WIDTHS.