SS Item A-1 — Beverly Hills City Council, August 6, 2024

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.

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.

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 Meeting Date: August 6, 2024

Page 2 of 4 ends

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

Page 3 of 4 ends

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

Page 4 of 4 ends

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

C A R L A
LN

HIL L C R E S T

H I LL C R E S T

C A R L A R I DG E

C A R L A

W A L K E R D R

C A S T LE N OT C L IN
L P
L P
EL C O

IL LI A M S W
NL

V IS T A
L O MA
L O MA

E GDI R

C H A L ET T E A R K E L L

V I C K
P L

H A Y NE S A V E

LE S L IE

US HE R
P L
P L

EI RRAB
RD

MA RTIN
LN

R I DG E

A LE X IS R D
L N

TROUSDALE
D R

O IN DR E N
PL
X
11900 Olympic Blvd, Suite 530
Los Angeles, CA 90064
P 310.664.1166 F 310.664.8877
12/31/2025
NO. 54105
EXP.

COLDWATER CAÑON DRIVE
COLDWATER CAÑON DRIVE

PROJECT LOCATION
!<,
C
0 .c
~
C
0 :::s
CL
...,
...

N
I
<Xl
~
I
(0
~
0 0
0 <(
<(
...,
~
...
0 N
N
w
~
~
9-"' "' ,.

Cl
~ C
0 ~ "' C
~ 0
~
Cl
-0
C
0 BEVERLY HDJ S
''
8utb.J'1k
LD Coii.:id~
llmr I
• ad1;;en;;ia:---'--tii,
Rti lleho
P2lo11 \/er.dee

SHEET INDEX

SHEET TITLE

TITLE SHEET

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
STA 1+00
STA 10+50
STA 15+50
STA 20+00
STA 25+00
STA 30+00
STA 35+00
STA 40+00
STA 45+00
STA 49+50
STA 54+50
STA 59+50
STA 1+00

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.

C011ll'la
es1 Covina
Yt"ltb3 Lind
Ful ler1on
SHEET NO.
2 3
4 5
6 7
10+50 8
15+50 9
20+00 10
25+00 11
30+00 12
35+00 13
40+00 14
45+00 15
49+50 16
54+50 17
59+50 18
62+31 19
4+50 20
21 2
22-A
23 &
24 25
26 CITY OF BEVERLY HILLS

ROADWAY REHABILITATION PROJECT
,.,,=,ow~□ ~~ O"
• ~ eI=i cJ B
rr::::::J~~=,t: ~
mm DD□□□rn e7 <...;~ rn
D i
OF LOS
,
"'""'
CllY OF LOS ANGELES
,w
~ ;;~~ );~~ '\."k", rn@Jrn ~. i
~ -~w@@~rn@~~~m~~~ITMTirnmoiTimDilLJ□□D
rnrnrnrn~ ~~~rnrnrnrnrn]rn[ITI~,=, ~ =l=li=Mi9919'919'9rnrnrnm rnm ----H

VICINITY MAP
SCALE: 1"=1500'
.Q ~ 1-----------------------------------,,-------------------------------,------------------------------.------------ " ::,
'll
~
a.
;;;-
...,
:;:
0 N
N
/
N
N
2 0
~
;},
.:.:

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):

BM 91 EL=224.69
BM 41 EL=136.71
BM 26 EL=275.08
BM 130 EL=307.78
THE FOLILOl'f1NG CITY OF LOS ANGELES BENCHMARKS WERE USED (NAVD88):

BM 13-15238 EL=193.044

TWO WORKING DAYS BEFORE YOU DIG
,.- Cannon
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.

LEGEND

PROPERTY LINE

RIGHT-OF-WAY

CENTERLINE
CURB

CURB & GUTTER
FENCE

RETAINING WALL

CONTOURS

EXISTING WATER MAIN

PROPOSED WATER MAIN

SANITARY SEWER LINE

STORM DRAIN LINE

SO CAL GAS LINE

SCE ELECTRIC LINE

OVERHEAD WIRES

FIBER OPTICS/COMM

TIME WARNER LINE

UNDERGROUND AT&T

STREET LIGHT LINE
-- ==
w
w
ss
SD
G
E
OH
FD
TW
UT
SL
SHARED AT&T/SCE DUCT BANK==AT&T/SCE==
TYPICAL LATERALS xx
ABN WATER VALVE 8
EXISTING WATER VALVE ~

EX WATER METER I

EX WATER ISOLATION CONTROL VALVE ®1cv

EX AIR RELEASE VALVE ■

EX GAS METER D GM

EX GAS VALVE "'

PAVEMENT LEGEND

EX SDMH

EX SSMH

EX CLEANOUT

EX ELECTRIC MH

EX ELECTRIC VAULT

EX AT&T MH

EX AT&T BOX

EX TRAFFIC BOX

EX TIME WARNER BOX

EX FIRE HYDRANT

EX STREET LIGHT

MONUMENT

EX STORM DRAIN INLET

EX CURB INLET

EX POWER POLIE

EX FOUR-WAY SIGN

EX TWO-WAY SIGN

BOLLARD
TREE

AC PAVING

CONCRETE

PRESSURE ZONE

BLOW-OFF

AIR RELEASE VALVE
r
~ .,,
@
®
C sco
@E
lgJ
@TMH
D COMM
D TSPB
D GM
•
0 . •.

V/ZJ
-. 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

ABBREVIATIONS
ABN
AC
AV/AR
BC
BFV
BLVD
BM
80 11.

Cl
co
DI
DIP
E
EC
EL
EX.

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

ABANDON OR ABANDONED

ASPHALT CONCRETE

AIR VACUUM/AIR RELEASE

BEGIN CURVE

BUTTERFLY VALVE

BOULEVARD

BENCHMARK

BLOW OFF

CENTERLINE

CAST IRON

CLEANOUT

DUCTILE IRON

DUCTILE IRON PIPE

ELIECTRICAL

END CURVE

ELIEVATION

EXISTING
FLANGE

FINISH GRADE

FIRE HYDRANT
GAS

GAS METER

GAS VALVE

HOT MIX ASPHALT

HYDRANT
INVERT
LIEFT

LINEAR FEET

MANHOLIE

MECHANICAL JOINT

MONUMENT
NORTH
PB
PL
POC
PCC
pp
RC
RL
R/W
RT
SCE
SD
SDMH
ss
SSMH
ST
STL
SllD
STA
TBD
TMH
TW
TYP
UNK
UT
VCP
VERT
VI..T
w
W/0
WM
ws
WV

PULL BOX

PROPERTY LINE

POINT OF CONNECTION

PORTLAND CEMENT CONCRETE

POWER POLE

REVERSE CURVE

RESTRAINED LIENGTH

RIGHT OF WAY
RIGHT

SOUTHERN CALIFORNIA EDISON

STORM DRAIN

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
11900 Olympic Blvd, Suite 530
Los Angeles, CA 90064
P 310.664.1166 F 310.664.8877
12/31/2025
NO. 54105
EXP.
~ C
0 .c
-C
C
...

N
I
<Xl
~
I
(0
~
0 0
0 z
z
.,.,
~
...
0 N
N
w
~
~
9-"' "' ,.

Cl
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 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
!2,
C:
0 .c:
~
C:
0 ..,_
('J
I
co
~
I "'
;, "'
-0
EGlPROTECT IN PLACE
(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
TION
--

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
z
Ow
l=Z
(.):::,
:::, 0::

3.37' ,Jo::
;!; I
I PROTECT IN PLACE 1
(EX) PCC WITHIN
I!, I!!
Ill Z
zw
0 t.)
(.)
z
51 .,
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
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.

Samer Elayyan, P.E. Daren Grilley, P.E. PTOE 5/16/2024 5/16/2024 22175 7175 ~ <:
0 .c
~
<:
"
::,;
a.
"' "' <'-i "' ..
0 ~
)>
... (/)~
N fTIO
I fT1 :i:
1'i r
I ~- _z
"' OfTI
"' 0(/)
., r~ -0 fT1 )>
- :;o .•
0 0 0~ 0
u :i: (0
.,.,
a. ~+
U1 -... 0 0
N
N
w
~
~
u
/ "' "' ,.

Cl
~ "' <:
0 ~ "' <:
:;:.
-
" ~
Cl
-0
<:
" <:
.2
~
" ::,
-0
0 ~
a.
...
/
.,.,
...
0 -
N
N
/
N
N
0 N
/ ·-0
~
C.
/
.:.:
~
®-
@
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 DIVISION
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 " >,
C:
0 .c:
~
C:
0 ::;;
Q_
0:,
,'j 0 "' .. 0 0 +1-
... "r
N stc,
I .. er
1'i
~L,J I "' (/JJ
a
"' w a
., z-
" :::i:::.
0 - rw 0
0 u ~~ Q_ <( .,., :::. -...
0 N
N
w
~
~
u
/
" "' ,.

Cl
~
" C:
0 ~ "' C:
:;:.
-0
~
Cl
" C:
0 C:
.2
~
" ::,
" 0
~
Q_
...
/
.,.,
...
0 -
N
N
/
N
N
0 N
/ ·-0
~
C.
/
.:.:
"
Jo+oo
POINT #417

CP WHT X
_i--__ @ 39+oo
POINT #410

CP WHT X
~ 8
<P
--'----IPOINT #409

CP WHT X
POINT #413
FD L+TAG RCE ILLEG
@ 4o+oo
----rs
s
POINT #233
FD L&T
I I
I I
33+00 34+00
-1----
POINT #415
CP WHT ..:t.

I
@ 35+00
lJNDA oIOVE
L()MA @
P NT #418
-<> BENCHMARK
POINT<9#414
FD L+TK
COLDWATER CAF:lON DRIVE PROJECT CONTROL
SCALE 1 "=40'
CABR1LLO DRIVE
-1--+--- 43+0eJs
POINT #234

FD PK BM
X-, t'x
45+00
POINT #235

FD L&T LA FCD
46 00
I I
@ I POINT #419

BENCHMARK
----1- + @>---- 1----
COLDWATER CAF:lON DRIVE PROJECT CONTROL
POINT #232
FD L&T
POINT #231

FD PK&L BM
SCALE 1 "=40'
COLDWATER CAF:lON DRIVE PROJECT CONTROL
SCALE 1"=40'
0 40 BO
1 INCH = 40 FEET

TWO WORKING DAYS BEFORE YOU DIG

LINDACRPST DRIVE
5 lo <
o:::>
+z
<01-
IOZ
0 .. u <(
t-oc
(/) 0
wLJ...
z'°
...J
::r: 1- u w
t-W
<( ::r:
'.:2 (/)
\!l
(/)
,.- Cannon
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 DIVISION
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
0 Io<C
0 ::::,
+z
(0 IIOZ
0 .. (.) <(
I- a::

C/10
w LI..

ZIO
_J
Itow
1-W
<CI
~
::;; C/1
<: w
0 w .c
~ C/1 <:
"
::,;
a.
"'
,'j "'
"' ..
0 ... "' I
1'i
I "'
"' .,
-0
0 -
0 0
u
a. "' -...
0 "' "' w
~
~
u
/ "' "' ,.

Cl
~ "' <:
0 ~ "' <:
:;:. -
" ~
Cl
-0
<:
" <:
.2
~
" ::,
-0
0 ~
a.
...
/ "' ...
0 -
"'
/ "' "' "' 0
/ "'
-~ 0
~
C.
/
.:.:
z "'
::, POINT #225
FD L&T
OINT #227
D L&T
POINT #224
FD L&T
POINT #226
FD L&T RCE 23325 POINT #222

SET WHT X
~..._
~
POINT #511
FD L/TAG RCE18216
---
POINT #507

FD L/TK
POINT #221
FD L&T
POINT #461
FD 1
I
I
a
I "
I Z,.,, ""'

FD L/TK
POINT #510

FD L/TK
POINT #512

FELT X WHT
POINT #22D
.,.,,..---FD L&T RCE 25828
POINT #41
FD L+TAG RCE 25828
POINT #219

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 DIVISION
SHEET 8 SHEET 8
SHEET 9
SHEET 10
SHEET 11
SHEET 12
SHEET 13
SHEET 14
SHEET 15 SHEET 16 SHEET 17
SHEET 18
SHEET 19
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.

Samer Elayyan, P.E. Daren Grilley, P.E. PTOE 5/16/2024 5/16/2024 22175 7175 ..
0 v
N
I
~
N
I
I()
...... ......

I OR
,i, 6l
J
~~~,..

II'
z
~
~ 0
7J
' ' '
0 17S ~O
1 INCH = 175 FEET
I
I
' '
.,_
~
..J
;,!
:,:

H BEVER Y DRIVE
I
I
\
------ - - \
'
,r7
I
I
I
'

N BEVERLY DR
- -

KEY MAP
SCALE: 1"=175'

TWO WORKING DAYS BEFORE YOU DIG
'%, nrrrr[IJ_Ll__J___LL-J---_J_-L-----"'
......___...L--J----~ %
~
,.- Cannon
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

ROADWAY REHABILITATION PROJECT

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
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
!2,
C:
0 .c:
~
C:
0 ::;;
Q_
:;:
,ii
0 "
...
" I
co
-I
<D
-
0 0
0 Q_
Q_
.,.,
-...
0 " " w
~
~
9-"' "' ,.

Cl
\
~ -/.
,,, ,_
~-
"' 'o Jf !D
;t -
E
~
I
I
I
I
I
I
I
I
I
I
"'
\
\
\
I El
I
\

N REXFORD DR
,.
- - -
STA: 1+41.58, BC
' '
~ '
/
I
- -
ADDRESS:
1009 1
I
~ATV- -
I
ADDRESS:
1011
-CATV- _

N BEVERLY DRIVE PAVEMENT IMPROVEME
ADDRESS:
1015
• - - ~ -=- - - - _.... - -CATV- -
- -Fo -
I
-FO
I
I
SCALE: 1"=20'
\
\
ADDRESS:
1017
I
PLAN
ADDRESS:
1052
, ~__,.._/'-'....,,..._,__,,__.,....,._.,,-J'.,,___~--ADDRES§: '-. 1072 I
I
I
I
I
I

N BEVERLY DRIVE PAVEMENT IMPROVEMENT PLANS
SCALE: 1"=20'

PLAN VIEW
0 TWO WORKING DAYS BEFORE YOU DIG
STA: 4+59.79, RC
0 I
20 40
1 INCH = 20 FEET
I
f.,
"
I
ADDRESS:

I 1013
"'
'
Ii -- Si. -
,o
;;:J
!ti
::::;,..,
iS If{
"" --ro _ ~
I
I
I
+ 20 40
1 INCH = 20 FEET
'
-FO
I I

I I I I I I I I I
I II I
;j I
I& I
ADDRESS:
1055
X
z
0 I=
>'
1/)
t1/)
l=c!
I tkt/
I I I; ~
I 11!
I; I I
I , I
,.- Cannon
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.

I
I
I
I
I
I
l
I
I
I
I
I
F.B. NO.

DESIGNED

GENERAL NOTES

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

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.

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

Ñ
\
I
\ ' \ \ \ - '
11+16.01, BC
'\ ◊VNDP+, '\
'\
'\
0 s,

BEGIN AVEMENT REHAB
'\
'\

4.. '\

COLDWATER CANON DRIVE PAVEMENT IMPROVEMENT PLANS PLAN
SCALE: 1"=20'
0 I'.,~
,p ' I
VIEW
20 1 INCH = 20 FEET

MITS OF EDGE G
~, I\
40 -
N BEVERLY DR.
-------------,
.•..

I
I
>---+-,48~---+---+-----t---+---+---+--+----+---+-----tl---+---+---+--+----+---+---l---+---+---+--+----+---+---l---+---+---+--+-----+---+---l---+---+---+--+-----+---+---l---+---+---+--+-----t---+---+---+--+----+--+-----t----..-- 480•-+-----+ (EX) LEFT FLOWIJNE ~,
~ <:
o >---+-•4•40---+----i-------+-----i----i-----i----i------+---+-----+---+---+-----i----i------+---+-----+---+---+-----i----i------+---+-----+l---+---+-----i----i------+---+---1---+---+-----i----i------+---+---1---+---+-----i----+----+---+--:---1-----t---+-----i----+-----+-----:::II .c ~
<:
"
~
!!l !!l ~ ~x
...

Cl) ~ ""
0"'
.,
<O
l---+-48&·~--+-~--+--~- --~-~--+-~~-+--~- --~-~--+--~-+--~- --~-~--+--~-+--~- --~-~--+--~-+--~- --~-~--+--~-+--~- --+-~-- t~~~-~,, -~- --+-~-~ U'i- 480 a.
+ ., ., "' "' ~
.... E• ISTING GROUND, -... FINISH ;D GROU,ND
0 <0 1---+--+---+--+-----t---+---t---+--+---+--+-----t---+---t---+--+---+--+-----t---+---t---+--+---+--+-----t---+---+---+--+---+--+-----tf---+---+---+--+---+--+---f---+-~ =t===t--t-+---+-+--+-----tl---+--+---+--+'<- AT CE TERLINEi AT (;;ENTERLINE o
"
...
" I
1---+46 ·

4.84% 3.60%
- 460
co
- 1--+--+---+---+----ll---+--+---+--+----l--+--+---+---+---+--l---+--+---+---+----ll---+--+---+--+----l--+--+---+---+---+--l---+--+---+---+----ll---+--+---+--+----l--+--+---+---+---+--l---+--+---+-___.----lf-- l <O
., "' ,__-+-4-4&-t--+-----t---+---+---+--+---+--+-----t---+---+---+--+---+--+-----t---+---+---+--+---+---+-----tf---+---+---+--+---+---+---f---+--+---+--+---+---+---f---+--+---+--+----+---+---f---+--+---+--+----t----.- 440 "'O 0 -
0 ~
J.J l;S ~ ,_--+-48~---+---+-----t---+---+---+--+----+---+-----t1---+---+---+--+----+---+---1---+---+---+--+-----+---+---1---+---+---+--+-----+---+---1---+---+---+--+-----+---+---+---+--+---+--+-----+---+----c!'F---+--+----+---+-----+-- ffi ... ~
lli a, I a.
.,,
-... (EX) R GHT FLC•)WLINE
0 ,_--+--+----+---+-----+---+---+---+--+---+---+-----t---+---+---+--+----+---+-----t---+---+---+--+----+---+-----t---+---+---+--+----+---+-----tl---+---+---+--+---+---+---1---+---+---+---+--' " "
,. (.}
~ "'1-
!~ -
w &1==±=j==±==t==l==t=~==±=~~=i==~=~==i==~==t==P=~==P=~==+=~==+==~=+==l===t==t=1==-t--~-t-=t===t==t=1==t==~=t==r=1==t=1==r==:!~=1==p=~J[f ==i== ~ 'l: o----------+-46 · 9-"'

4.3 ' %
"' FINISHED_ ,. ,__-+--+----+---+----t---+---t---+--+---+---+-----t---+---t---+--+---+---+----t---+---t---+--+---+---+-----t---+---+---+--+---+---+-----tl---+---+---+--+---+---+---1---+---+---+--+---'-"-P Cl
~
RFAC_E AT FLOWLINE
- 480
- 460
0 Ill
+
~e ~
•• f-
<w
f-w
(ll_I
w "'
zw
..J w ~ - [/)
<(
::::;
<:
0 t---+-44U----t----i-------+---+---t-----t---+----+---+-----+---+---t-----t---+----+---+-----+---+---t-----t----j------t---+-----+l---+---t-----t----j------t---+---l---+---t-----t----j------t---+---l---+---t-----t----t----+---+---l-----t---t-----t----t-----+----i---~4~-+----t ~ { 1 ot 50 11 oo 11 50 121 00 12t 50 131 00 13t 50 141 00 14t 50 151 00 15t 5o ., 1----'----'---'----'-----'---'---'---'----'---'----'-----'---'---'---'----'---'----'-----'---'---'---'----'---'---'---'---'---'---'----'---'---'---''---'---'---'----'---'---'---'---'----'---'----'---'---'---'----'-----'---'----'----'---'----' ~ Cl

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
<:
" <:
.2

COLDWATER CANON PROFILE VIEW
SCALE: HORIZ. 1 "=20'; VERT. 1 "=20' SCALES AS SHOWN
COLDWATER CAA0N DRIVE PAVEMENT
IMPROVEMENT PLANS ~
" Cl
"ll
~
a.
;;;-
.,,
:;:
0 " / " " " 2
0 ~
;},
.:.: TWO WORKING DAYS BEFORE YOU DIG
m
m
:0
,.- Cannon
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
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

L I I /
/
I
0 SCALE: 1 • = 20'
, I ,I. /
/ v
20 1 INCH = 20 FEET
WAY
'/
'/
40 I
I
>---+--+----+---+-500-.i---+---+---+--+----+---+----t---+---+---+--+----+---+----t---+---+-----+--+----+---+----t---+---+-----+--+----+---+----tt---+---+-----+--+----+---+---t---+---+-----+--+----+---+---t---+---+------..- 500-+----t---+------I ~ ~
CJ x m-x
" ,rl ~ " ~
+N~ +r--.!c;
f" ...tj ~ t-,,....t~
~ ~ 0 ~ ~ 5 - (E ~j LL1 I r LvWC::INlt. \
~..,, -- >---+--+----+---+-460- ,~--+---+---+--+----+---+----t---+---+---+--+----+---+----t---+---+---+--+ +--•-+---+----t---+-----++---+-+-+----+--+--+----tt---+---+---+--+----+---+---t---+---+---+--+---+i---H---t---+---+---'l- 4~-+----t---+------I J.,5% - - -i--- - -- - - - - _._ - -
II' - _L.- __ _ ___,___ __ ---- --~

1.23,:; ---0-+-,--;---e-- -- -- -------- --~- r----r--
/
I
~ FINI' HED SURFACE , T FLOW INE __J - - - - + - - - - - - - - - - - - FINISHED SURF,CE AT FLOWLINE _/ FINI! HED SURFACE , T FLO~ INE __J 0 >---+--+----+---+-460- lt---+---+---+--+---+---+-------,---+---+---+--+----+---+-------,---+---+---+--+---+---+-------4---+---+---+--+---+---+-------4t---+---+---+--+---+---+---t---+---+---+--+---+---+---t---+---+------ll·-460-+-------4---+------I .c ~
C:
"
_ l---+--+---+--+500-'l'---+---+---+--+---+--+-------4---+---+---+--+---+--+-------4---+---+---+--+---+--+-------4---+---+---+--+---+--+-------4f---+---+---+--+---+--+-------4f---+---+---+--+---+--+---f---+---+--='l·-500+-------4---+---l if o men men men ~~ ~~ a 0 '°+ ~~ ~~ "i. oLL. C.,1.J... o+ ~ ~ 0_., I"':! c5 ,., o.,, -.,, o "'.,, o.,, ~ g O " ,o m,,,, __ +--+---+--+---'~+ - '-------j--+--+---+--2·I t0 •-· o ..- o • a ,ii 1---+--+---+-'~aa-,o,t----;;;;it,------t---t---t---t--c.,•~ 0 m •~----+--+---f---+----->;+ u;;-----j-----t---t-----t--~,1ut--t---t------j-----t---.;-1- ut·---t---+---f---+----1- <0---t-,('4--~-+-------4---l U1 ••I- ~~ C)..- ~~ r:!:~ .:tr! ~~ CIC~ ~!;;: ~~ ~~ ••I- • • <C w O ,n o n + o _ ,.. - ... FINISHED ( ROUND , <C w 0 .,_ LaJ -~ 10 + IO ~ !;j: AT CENTERLINE \ t- w l---+-------4---+-<lLJ:- --460- • - lll---+---+---f---+---+---+--+-------4---+---l---+--+---+--+----l---+---+---+--+--\---+--+-------4---+---+---+--+---+--+-------4---+---+---+--+---+--+-------4---+---+---+----l-480--<IL:1;-+---f----l ;;j w VJ - ~ 1.80% \ 0.75,:; 0.09,C 0.10,:; 0.83,C w VJ I Zw 2.57% zw - 4_50,:; ,- d w 4 57• :::i w " J/J • h J:-VJ'+---f----l ~ ~ ~gm ~ <( <( ~ ~ ~ 3' >---+--+----+---+-46Q-.i---+---+---+--+-----+---+----t---+---+-----+--+------+---+----t---+---+-----+--+-----+---+----t---+---+-----+--+----+---+----tt---+---+---+--+----+---+---t---+---+-----+--+---+---+---t---+---+------..- 460-+----t---+------I "
0 -
0 ~ >---+--+----+---+-50Q- lt---+---+---+--+-----+---+----t---+---+-----+--+----+---+----t---+---+-----+--+----+---+----t---+---+-----+--+----+---+----tt---+---+---+--+----+---+---t---+---+-----+--+---+---+---t---+---+------11·-500-+----t---+------I a.
.,.,
-
0 C'\I ... 1----+---+--+---+---'r----t---+---+-----+--+---+---+---t---+---+------i"-~- - -. --"u x', >--+---t---+---+-----+--+---+---+---t---+---+---+--+---+---+---t---+---+-----+---+----+---+---+---+---+---+---+~~ -(c.-x)- RiGH - Fi:Offl.JNE Ej 0-.t-I / o ~ ·u
/ +01-
~ >- "' r-- < --+--+----+---+-460- •---+---+---+--+----+---+----t---+---+---+-~-~-t;-:i-- _ -+--+----t--ct---t--+--+---t--+-----j--+--t--+--t---t--+-----j--+--t---+--t---+---t-----j-----t------o,•F----+--+---t---t-----j-----t---+-----.--4BO-+----t---+------1 9- ______________ --1--------i------- --------1- -- --r---lL ______ --------1- --1------- [!l, ------------- 1-- --
,. >---+--+---+---+------Ol---+---+---+--+---+-,4.J']-% - - Cl ,_., ] ~NISHED SURF AdE AT J oWLINE __,,,/ 0 1-----+--t---t--+'~o- ,~--+---+---+--+---+---+-------,---+---+---+--+---+---+-------,---+---+---+--+---+---+-------,---+---+---+--+---+---+-------,t---+---+---+--+---+---+---t---+---+---+--+---+---+---t---+---+---'l-- 460-+-------,---+------1 ;3- l { 15 1
50 161 00 151 50 111 00 111 50 1s1 00 1s1 50 191 00 191 50 20--00 " ~
Cl
" 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 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
" ::,
1l
~
a.
;;;-
.,.,
:;:
0 " / " " " 2
0 ~
;},
.:.: -
(\plilll"lllt"' ~
I '\"\Y
811
...
...

TWO WORKING DAYS BEFORE YOU DIG
-~~,t,A
f t~'tr{( W 1
It ----- '
* *
r Cannon
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
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 -
___ -fO -
___ -FO -
'
I ADDRESS:
1030
___ -fO - - - - -'FO
- - -f'O -
\
\ \
- - -'FO -

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
INV - 485.9'
36" RCP - NOR
12" CSP - NORTHW
36" RCP - S TH

DRY/ABAND ED'
I
ADDRESS:I
111 s I
~ -X .... 0 ~..,~I
~ ~~ o~x woou
>---+-,50O-..---+--+--+---+---+--+--+---+---+--+--+---+---+---ha"'1,~.,..>f- _"! --+---l---+--+--+---+---+--+--+---+---+-c:ll£ "!'-c6a:f---+--+---l---+--+°'+'~.,:;.t:,..,_;-+---l---+--+--e!:;iel~iii.,.i!!,.,,--+--+---+---+--+--+---+---+--+---l---+--+--..-!500•-+-----< '1" + .., H .., ~ < (Ei ) LEFT FLOWLIN > -...._
uiCD :rl NID<l: ""'-~ I "
1----+---l!---+----+--+---1---+---4---+---1---+---+----1---+---1---+-,;;!OO~ "'~I ~ i ~---l---~---J.---l----l--_j----l----l----l--_j---+~~~~ .. ~~+---l-----+---+---I--- --~-- -I----J.-- t-- ---f--L. '5::.-.-....,..--l--_j--1--1----1--=:b--:=d===+~- -l-- - l,-==f==-==-F=-==-=~~-==+=-=~-=1=-=-==-=~--=:-=1 - ---1---l 75O~J%::..,_j-- 4 --e1 - -~ - -1---- ----
,__-+-•48O --~--~-+--+-----+--+--~--+--~-+--+---=--d=--:=--:~=-d==-==k=-!=~=-+--+---+--~-~::i3~.sg1~"*==l====J:==t===t==+:'.::..:-+=-=~-+--+----+--+--~---¥'--~-+--+-----+--+--~--+--~-+--+-----+--+--~--+--~--l-480•-+-----l ----- -------- ---r- ------- - - - I FINI! HED SU )FACE IT FLOWILINE _j
FINISHED SURFACE AT "LOWLIN _J
~ m ~~ C ~U) c,~
_g >---+-•46O- l---+--+--+---+---+--+--+---+---+--+--+---+---+--+---l---+--+--+---+l---+--+--+---+---+--+---+---+---+--+---t----+--+--+---l--9, 0 if,LL:,i---+--+---,---+---'-'l"'--+----+---+--+---,,,E----t--+--+---l--~c!~-46O•-+-----< ., I ~~ Oj;; ~+ID +N
§ CCcn ~~ 0, ~~ CCcn ~~ Clu,. Q~ +f' :m ~~ _ 1--+is0--.t----+--+----+--+-.....,1mr-+--+---+--+---9i!l!"'""-+--l--+--t---ll>ll~ -+----+--+--l--;f.:---t---+--+----+-~ ;il';');--l---+--+---+----'i~ '---+--+--l---+-~ 1li,,j--+--+--l--+---"'f.iE.---+--+---+--+--ll--+--l---+--t-----l'- soo+---1 if O ~~ c,~ ~LL."' d0 gg ~~ ~:; IN..,_ 0 o d ..,. g r--. IC) o + ci ~ ~ '" v o ~ + C! '° r-,. + .,.._ + m ~ ~ FINISHED 1 GROUND __, 3.63% Z.40% Ji
,ii - [;l-e +--.:t~i,i----t--+--+--t----.6 ~'.·---+--+---+----+--N.-:1•._. - -+---+----+---+---<-JI ~--f---+---+--+-----,f---+--+;o.T CENTIERt lNE 3,90% ('4- N - U") ..... !;;: (',I ..,. I 5.09% ......

Ei < t;:j 3.89% 4•
47" < t;:j t- uJ 3.39% t- uJ - W-::r:- r-480 03 - 460- _ (/LI _ V 1.46% £. J7ci N w V> w en
I 2 w 2 w ~ ::J uJ ::J uJ
N - :::C-<n+---'1'-----t---+--+---f----t---+--+---f----t---+--+-----,---+--+---t----t---+--+---t----t---+--+---f----t---+--+-----,f---+--+---t----t---+--+---t----t---+--+---f----t---+--+---f---+---+--t-----,---+--+---t-----!~--+-;:::C-Cf)- ah ~ ~ <C - - < OJ :i!: X !;Q~X ::!!: "' ,__-+-460-..-- -+--+--+---+---+--+--+---+---+--+--+---+---+--+---l---+--+ --+---+l---+--+ --+---+---+--+--+---+---+--+---l---+--+--+---l---+--+-=+----<:,!.-----t---+---<ll,h*-'---+----+---+--+---f'-l;-~w!.-+- -'~,iic.:"'.:--+--+---.--,460,-+-----< -o - ~':J"r;S o~,8. ~ IJ..:r: o..,.:r: - 1 ~':J"r;SI u.. -r ID ± in'"-:u r... •U g 1 ...,LL.....,, IOl.0:I! m""'=~ ¢ .-I- ,tii.,.~ 0 >---+-,500- lt----+--+--+---+---+--+--+---+---+--+--+---+---+--+---l---+--+--+---+l---+--+--+---+---+--+--+---+---+--+---l---+-":·,1q..;1s1---+---l---+--+ct"':1i;,·.f<>,-· --+--+-_,,+,,; 'i~-+--+---+l---+---i·,;.i-;:~:,.,._!,!; +---"'t"--=L--+--+--l - 500•-+-----< & +'°~ ~l.=1.~ Nt-,:.,.1!: ~ nm< ,,......,~ ~ ~--+--+--+---~--+--+--t-----+---+--+--t-----+--+--+--+---+--+--+---~--+--+--t-----+---+--+--t-----+--+--+--+---+--+--+-Nj~~,_-_2J~:::~t~:~si,cc1!.j~,i:[-:::_-:::_-:::_t-:::.-=.-:.-::.i-::.-=.l- J+-----+r===-i~~!...~-- +--- ~3~-~50~,i:~j--~=-="""f'il::=cJ==:=!~----=j"-=2=.2=4~,i:4::-::-~-~~---j s 1--- - 1-- --, -- f- / / i / / .,,,. L-------- --- -- -- / I 'l: ,_--+-4BO- ,---+--+--+---+---+--+--+---+---+--+--+---+---+--+---l---=1-==-¼==+---+l---+-= =i-==='f-'==-t=--+--+--+---+---+--+...==.i.--.= ...l.""...-..-.!.""'"",t--,'=-h(= )--;l;= ac-aa+-c==-h ,£-raJ=c""'--.l.""""',t-,.,.-;=,;i;..;-=,--tf---+--±-== t-:::=;:--±=-:-::-:::l-:==+-f--l----.- 4BO•-+-----< 9- ------ ----1- -- 1- ----- -- --- _______ -r __ ~ - -~ - - f-- - - FlNISHE , SURF, CE AT -OWLINI ' - EX IGHT FLOWUNE -:~ FINISHED URFACI AT FLOWLINE - l:INISHED SURF A • E AT F OWLINE _J "' "' ,0 >-----+----C---+---t----+---+---+-----+---+---+---+-----+---+---+---t------+---+--+---t----+---+---+-----+---+---+---+-----+---+---+---t------+---+--+---t----+---+---+-----+---+---+---+-----+---+---+---t-------t---+---+---t----+---+---a-------+t-----l Cl
~ C
o >----+46O- •,----+---+---+-----+---+---+---+---+---+---+---t------+---+---+---t----+---+---+---+t----+---+---+---+---+---+---+---+---+--+---t----+---+---+---t----+---+---+---+---+---+---+---+---+--+---t----+---+---+---t--__,,..- ,45O,-+-----< ;3- l 20-00 20+50 21 1 00 21 1 50 22+00 22--50 23+oo 23+50 24--oo 24+50 25--oo 0 1-----'---....L.---'----~--'----"----'----'---'---...L..--.L.----'--....L.--...L..--.L.----'----'----'----~--'----"----'----'---'---...L..--.L.---'--....L.--...L..--.L.----'---....L.---'----'-----'----"----'----'---'---...L..--.L.---'--....L.--...L..--.L.---'--....L.--...L..--'------'---....L.---'----'~--' ~ Cl
-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
"ll
~
a.
;;;-
"' :;:
0 N
N
/
N
N
2 0
~
;},
.:.: -
(\plilll"lllt"' ~
I "\'\Y
811
.....
...

TWO WORKING DAYS BEFORE YOU DIG
-~~,t,A
f t~'tr{( W 1
It ----- '
* *
r Cannon
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
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
I
I
I
I
I
ADDRESS:!
1118
COLDWATER CAF:lON
SCALE: 1"=20'
I
ADDRESS:I
1126
0 I
I
\
I
I
\
I
I
20 40
1 INCH • 20 FEET
>---+-!520~----+---+---+-----+---+---+---+-----+---+---+---+----+---+---+---+---+---+---+-----++---+---+---+-----+---+---+---+----+---+---+---+---+---+---+---+---+---+---+-----+---+---+---+----+---+---+---+----+---+---+---+----..- '520,-+-----+ - ---------1- -- - - 1-- - --- --- -
(EX,) L~, , ,
1 ; LuwuN, "
----1---------- --1---- -
I L_~----- >---+-!500- 'f---+--+--+----t---+--+--+----t---+--+--+---+--+--+--t---+--+--+---cJb=-=i-=- + --F==--t==--=--+--+--+---+--+--+--t---+--+--+-----t--+--+--+----t---+--+--+---+--+--+--t---+--+--+----t----l'- 500,-+-----+ ~ ,::
o >---+-•480
.c
~
,::
"
------ -- -----i- -- -- - - -------- ---- - - -1-- - - - - - - ---- - m - '-'~
m o~ 8«5
~~ '-'~ 55tO cJ;~
C ~
g~
.::j ~ 480,-+-----+
-"'
?,;!(I) Om +r--: NICl
::,; 1-0--+-152&· -lL--+--+--t---+--+ --+--t---+--+--=m+"'--+--+---t---+-~-ijv"->--t---t--+--+--'~"'-l'.,'--+--t---+--+--§.,,H1',c'i' __ --f-----+--+--+--~:~,i.,:i--t---t--+--+--;.,.~jl.r, -+--t---+--+-....:.+:.:--f-----+--+--+---tf-----+--+--+---t----l'--s20+--0 - -l a. 0 ~ ~ ~ ~ g ~ ~ : ;t ~ N IO 6.52% 6.16% 0
~ ;j; ei_ ~ d ~ 8 '-i' + ,..: ~ ~ Fii lSHED C,ROUNDr - "' "' 6 '° - <'I· "' + ..; + "' <l'.,.--f---+---+---t--~ II~ --+--~;,;,T CEN NE 5.03% 6.~.2% "1·::'!- ~ .. ~ ~ ~ ~ ~ ~ i I 5.23% .......
a ~ tt1 C"IJ ..- s.20,:; ;!: t!1
v
N
I
- W -~- r-50O • ..41., 500- _ (/LI _ LI.I Vl 4.41% LI.I Vl Z LI.I 3.26% 2• 91 % Z LI.I
JLIJ JLIJ N - ::I:-Cl>+---'l'---t---+--+---f---+---+--+---f---+---+---+-----+---+---+---+---t---+--+---t---+---+--+---f---+---+---+-----+f---+---+---+---t---+--+---+---+---+--+---f---+---+---+---f---+---+---+---t---+--+---+----1~--+-,::I:-Cf)- ah ~ ~ < < "' ::. ::. ., ,__-+-4so~ ----+---+---+-----+---+---+---+-----+---+---+---+----+---+---+---+----+---+---+-----+e----+---+---+-----+---+---+---+----+---+---+---e-----+---+---+---e----+---+---+---t---+---+---+----+---+---+---+----+---+---+---+----..- .4so,-+-----+ "O 0 -
0 ~ >---+-!52O- l,---+---+---+-----+---+---+---+-----+---+---+---+----+---+---+---+----+---+---+-----++---+---+---+-----+---+---+---+----+---+---+---+----+---+---+---+---+---+---+-----+---+---+---+----+---+---+---+----+---+---+---+---11- 52O'-+-----+ ~ ~ en~ x' ffi 2§1 (EX) RIGHT Fl OWLINE '\ :;j: a:i ........ ~ (!)~~ 0 ~~~ ~~~ N ,_---+------'1--- .1 "-i;, ~ ~ -+-----+C-------+---+-----+,l"l o -:c-+---+-----+---+---~ -+ in-u,... -+----+---+---+---e----+---+---+-----+---+---+---+-----+---+---+--'\+---f---+---+--+---f---+---+---+-----+---+--=-±-=~+--- - ,.., ........ , co • CJ "' --- - - - i- - - ;...- w ~~~ .;;i~ ~~~ - 1--------------- ~ O)ic( ('t,13,~ ____ l).--1---- -- --- --1-------
.,.,. ~ .!.al - --- - 'l: >---+-,500- ,lr--!.!f"'f'--+--+----t---+--++--+----t---+--+--+-+--+--+--+---t---+--+-=±-=c=ii=-.--+-- +==t-==-=t=---+--+--+---+--+--+---t---+--+--+-----t--+--+--+----t---+--+--+---+--+--+---t---+--+--+-----t--.- 500'-+-----+ ·- ---- - ~ I -c~-~ --f-.::3i;:.3:;:3p%:.__t--77Er-+-- - - - ~ - - -f-- -

2.24l _ _ ,__ ,__ + '\I ~ ,__--+ __ _j,_:_j~:j_::=-==1-=:.-=~ :.-==-l=-- -!---l--=--l--_j_ _ _"-l,_ ___ ~ _ _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_ _ _j __ _j_ __ ._ ___ j_ _ _j Cl
~ \,__ FINISHED SUR ACE A FLOWLl"E ,. "'- INISHED SURFACE AT F00WLINE ,::
o t----+-48O- •,---+---+---+-----+---+---+---+-----+---+---+---+----+---+---+---t-----+---+---+-----+t----+---+---+---+---+---+---+---+---+---+---t-----+---+---+---t----+---+---+---+---+---+---+---+---+---+---t-----+---+---+---t----'l'-- •480'-+-----+ ~ g> 25· -00 25+50 26· -00 26--50 27+00 27· -50 28+00 28+50 29· -00 29+50 30· -00 ~ ., 1----+---+---+---~--+----+----'-----"---'----'----'------'---'----'----'---'----+---+---~--+----+---+---t---+----+---+------'---'----'----'---'----+---+---~--+----+---+---t---+----+---+------'---'----+---+------'---'----'----~--'----+---+---t~--' ~ Cl "O
,::
" ,:: 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
.2
~ SCALE: HORIZ. 1 "=20'; VERT. 1 "=20' SCALES AS SHOWN
COLDWATER CAA0N DRIVE PAVEMENT

IMPROVEMENT PLANS
" Cl
'll
~
a.
;;;-
"' :;:
0 N
N
/
N
N
2 0
~
;},
.:.: -
(\plilll"lllt"' ~
I '\'\Y
811
...
...

TWO WORKING DAYS BEFORE YOU DIG
-~~,t,A
f t~'tr{( W 1
It ----- '
* *
r Cannon
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 SPEOFlED PROJECT AND SHALL NOT BE USED OTHER'MSE OR REPRODUCED WITHOUT lHE 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
STAii DOTO 8TA80tCIO
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
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
I
I
I
I
I
-CATVI ADDRESS:!
1130 I
=
- -
- - FO - /
I ADDRESS:
1131
470 SF 10
= 1-,,0
u , "~ MA.n!.. 1£ _ :=...
'
, ,C .-, LJ @
- (®) \( .. -- - .-_.... - .,,... ]lier:

I
,
4 I
I
\
\
\
\
\
\
\
\
\
\
ADDRESS: I
1134
I
Ii
I/
J;
Sl
I
I
I
~
I
I
I
\
\
ADDRESS:
1135
\
\
I
I
I
tl

COLDWATER CANON DRIVE PAVEMENT IMPROVEMENT PLANS
SCALE: 1"=20'
I
ADDRESS:!
1139

PLAN VIEW
I
I
I
\
\
\ \ \
\ \
\
\
0 20
1 INCH = 20 FEET
•
\
\
\ \
\ \ ~ " \ C
\ .
•
' I -
40 >---+-!540-,,--+--t---+--+---+--+----if--+--t---+--+---+--+--f--+--t---+--+---t-56i8-+ --,-s4€--ff---t---+--+---+--+----i---d,l,..,'/~f-t-im,.....,.0x'··--+---+---+---+---+---+---+--+---+---+---+---+---+---+--+---+---+---+---+---..-'560,-+---+ (!)~~ "cit'
(EX) LEFT F ~OWILINE --...._ I -+----+ --, t "! O :g :;i O (EX) LEFT FILOWUNE --........._ ___ - - t---+--1---+--+---t---+---t---+--+---+--+---t---+---t---+--,.....___ - ~"'S~::-tf---_+-=-c==i= -- -== -=---1---e---+-' J --+---+---+---+---+--.~-~:~--~ g:, ... ,.-----if--+--t---+--+---+--+--f--+--+---,.+_- _- _- _-t-r-:= :--=! .......... ==1>=-t--=r== -=+---+,---+---t---a-----i---1 __ 1------~-- - '"' __ . ....--- - --------- - --1--- 1-- -- --- __ -- DENTIC~ L POIN,. >---+-!520 1_-==~-+--+----+--+---l----:~~~~'\:' .,~-~=j=--~='--'l===t==-==--t-=---+--f--+--+----+--+----+--+--f--+--+----+--+---l--+-_J,_ ---- --- 07 540,-+---+ \'-- - -- -- ------------ I
m fll ~NISHED SURFA1, E AT F OWLINEI_J ~ ~ ...... ~ "'" "- Ill~ o >---+-:500- 11---+--t-----+--+----+--+---,f---+--t-----+--+----+--+--f----,e,tt:_:,--t-----+--+----t-5l!'ll-<;;i'-a,-,50€f-t---t-----+--+----+--+---,--+--t-----+--+----+--+---,--+ --t-----+--+----t--1!~ .---,f---+--t-----+----:c£ --t--+--f---+--' :5 I 9i! Ill o-· "' o+ :i ID Ill (!) i ~ g ~
0 io-520,-+---+
"' § ...,[L U1.,,- £:!f°1 c,LL. a·g 0 ~Lri ,.., "' ~ ~ Q ~ j: ~ ,., .,., ~ VJ r N + ..,..: I") LO :::e 1--+i540-9i!""111.--t---+--+---l--,£ ,--l---+--t---t-~ ~~ ...'--l--+--t---+--;:;f£---t--+--1--+sse1--t-~---l-t--+---+--+--1--+--t---+--+---"l"'---+--1--+--t--;;,;1,~ -+---+--+--lf--~l~.--t---+--+---+--+ --f--+--t---+---1'- ss0+---1 O LL. o ~ + N FINISHED GROUND-~ i-• 0 o + J"') Ir.I ii> O ~ ~ 8 ., :;; ~ ;;:; "' AT CENTERLINE ~ 111 ~ ; ::i ;;,; FIN1~H~~N~~~~~ - a.as" ~ ('\I O + ~ I") LO 7.40% I I"' I"'): tO 8.09% !:Q___,__ W - ....,-N ..., io 7.24% ~ ~ ,·r,;!.- "' ~ • ' + « 6.35% o " .. f- 8.26% ""'' <Uw- <C w ,.,/! f 8.05% _t;:;_~ -1-520 ' ',w \ DFN P5W" ?:29 540- _ t;:;_~ ~ LLJV> '- wvi " 7.92%
I 2 w 2 w ~ ::J w ::J w
N - :::C-<n :::C- (1)-
ah ~ ~ <C m~8 C
OJ ::E 0............ :::!!:
3 >---+-,s0O---~ ---+---+-----+--+----+---+-----j1-----+---+-----+--+----+---+-~~---+---+---+---+----1----+,;:2:o---+--1;00+--1--+--+---+--+----+--+--1--+--+---+--+----+--+--1--+--+---+--+----l--+--1---+--+---+--+---d~;.-+-~ 1--1s2O,-+----+ -o m-X ol"):::c ~ --'"' ~.;o,_ Q CJ..-..X (!)I LL._. ~IO< o I c.,~,!:!, OoI l'fl~~::E
0 ' ~~'--+---+--+----l--+--1---,,.:1...-s1 a. >---+-!540- lt----c=il--,xc"--+-1m,.,. Ii.I - n - -+---+--'+ al'IIN' 0 ~ ~ +--l---+--+---+---Hi6o--l--1-54e--f-t---l---+--+---+--+----t1-,-,.-+--l---+--+---+--+----l--+--l---+--+---+--+----l--+--l---+--+---+--+----lf--'--l---l--SSQ,-+---+ 9:. 92G!,&J. u,:-1_, , o,~u '"'< ....... ~u"'wx 7.6,8%
----+-- ,, .. , ~ "- - - 6 ~ !;, ;;ie,. !Jl J'c:'.J ~ ,.__ (EX) RIGHT FILOWUNE-\ ..... o 110 :::c co O :c f"'>1 ..... ::!! ~ ... ...... <n h :::c 'V ..- 1 •U N+ci~ -+--, '
O
~ + .~I= .,...-4:c:--+---+--+---+---+---l--+l-+--+---+---,f---+---+---+-=c-~ - ~-==---+----+---+----,-' o, ~ J: u:i ~ 0 o •:;;< iile~ 7.61w ------7--_ _J),--+---+---.t+-' _,,:!,_-+--;t,-,-,<(~ -+--+-----+---+---+---+---1----+--+---+--+---+~\C--t----+- _ -_ - _ -+_---c=~~ __j W nr: ~ Nz:l<C ;.,~::, - -- ,__J---
~ - - - -~ - - - - -- - I IDENTICI L POIN' ,.., ,:;.::,; - ~ - - - - - - - - - > - - 1--- - FINISI ED SURCACE A FLOWILINE 'j; >---+-'
520- -~---1t=-:J;i,·
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
" ::,
'll
~
a.
;;;-
"' :;:
0 N
N
/
N
N
2 0
~
;},
,:.:
-
(\plilll"lllt"' ~
I '\"\Y
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
11900 Olympic Blvd, Suite 530
Los Angeles, CA 90064
P 310.664.1166 F 310.664.8877
12/31/2025
NO. 54105
EXP.
l
,~
ADDRESS: I I 1160
I
I I
I I
•
COLDWATER CANON DRIVE PAVEMENT IMPROVEMENT PLANS PLAN VIEW 20 40 SCALE: 1"=20'
1 INCH = 20 FEET
" (E ) LEFT FLOWI..INE --,. -
>---+-!560
-- I I r- DENTICIL POINl .....____j \
580
·- - (EX) LEFT FI.OWLINEI_/ '\ 5 ,...._
t---+---...----+--+---<---+---+---+---+--,.<INISHED-! WRF-AGE-A'l'- F~0WelNE--7'---+---+--+---+---+---,---+---+---+--+---+---+---,---+---+---+--+---+---+---,---+---+----+--+---+---+---+---+---+----+--+---+---+---+---+---+----+---.----<---t ~ ~~ ~
<:
o >---+-,540 .c
~en e>~
.... 0 ..,. .,. -1-a-+ -- --+----i--+--t---+--+---+--+----if--+--t---+--+---+--+--f--+--t--e"'itt'l'-- " -+---+--+--f-~!iil,---5so,-+---< 9atl) • .,.. .-- a, - en ~
<:
"
~"' o,, +n ,.IJl '+.
~en Or-,. f;;[i; ._.u_ g!;;; ~ ~
.... LL Oen +ai f5(1) Om +.,· •"' a:J ·- lO It! r-,. CO LL 0 ::,; 1--+1580-f---+--+---+--+---ell~ -+--+----+--+--~ ·1 :;;--+--f--+--+---cH q----+---+--+--f--"'t'"--+----+--+---!--GE1s--+--s1!G--f--+--+---+----9~h11~-+--+--f--+---,.E --+--+--+--+---¥1ii-:i--t----+--+---l-----l°'1lH"'!f--f--+--+---+---l'- 600+---1 o ~ tn d LO ~ ~ ~ ~ " 1G.. it u=i m ID a
~ ~ -' ~ ~ ::J :ll :g FINISI ED GRCµND - 7.4Z% , g I:; ~ ~ FIN.SHED G~OUND "'"' o'7'L ~ ..,- in ~ o "'"' AT CENTERLINE , + ,-.: AT CENTERLINE 7. a ~ - ....,-~ at :8.,;--f----t---t----t----;,ilio--t--+--t----t---t-----t--+---t--,t---t-----t---t-7,:69% ..,, fo 6_57% ,q--~ - '" f- "' 7.10% DENTICILPOINli ---.... 7.36% "'fN ~ t!1 7.38% - ;!: t!1 - 00-::c-f--560 7.15"' 8 R,_2S% 580· - 00-::c- ;;j I.LI Vl '\~ 7.87% I.LI Vl
I 2 w 2 w
co ::J I.LI ::J I.LI ..... - :::C-<n+-----1'--+--+---+--+---+--+---+t--+--+---+--+---+--+---t--+--+---+--+---+--+---t---+--+---+--+---+--+--t---+--+----+--+---l--+--t---+--+----+--+---l--+--+---+--+----+--+---l--+--+---+--+-::::C-Cf)- tb ~ ~ < <
OJ ::E - ·- - C' ::!!: ., ,__-+-,540----~ ---+---+---+--+---+----+---jt----+---+---+--+---+----+---t----+---+---+--+---+----+---t-----+---+---+-" .,6:o.--l-+s4<ic+--1----+--+---+--+ --1--+ --1----+--+---+--+--1--+--1----+--+---+-=l.!S-?--l-lc,'a!l=,,.~'";~_ --+----+--..-1sso,-+---+ ~ ~30 .., _ -- .,... ..--.. • I VcOI g I - m..--..x ~ m ...... X ~ sdj o <DgjO o a. ,__-+- -- --l-----+--+---+--+----!! v-~ f--+--"m'l,~-,L,l!!r-- ,~....,,"-+--+---l--+--l-----+--+---+--+--,--+--l----+--+ -·,n·_+ !O--f--+--t---+--+---+--+--f---+-m-,,x, __ -+"' c,l•~~w'+---1-----+--+----+--+---l--+----;~l~"'K+,---- Hi!+loo~ ,580 Cl Ii~ __ I ..,81;1 0 ~ -t. m , l"'l ~ ~,_+---+---+---+1- 600•-+---+ ~ ki~-~O rJ°O?O
mr + ..... r
ID< ' aJ(O<
_,. ' ---+--+---+--+---+---+---h ..,,e~
I r- D-ENTICIL POINl .....____J
~ 7.~ \ ·- z >---+-!560- -~-+---+--7~. I I / '\ .8. 0
~ (EX) RIGHT FLOY/LINE _j ,...._
~~-
/ (EX) RIGHT FLOWI..IIIE _J
11 I
Fii lSHED ! URFACE AT FLOWI..INE - /
580•-+---i
1l, Fl ISHED TURF ACB AT FL~WLINE -
'" t---t---1---t----+---t--1--t---i----t---+---t----+---t----+---+---t---+---t----+---t----+---+---t---+---+----+---+----+---+---t---+---+----+---+t----+---+----t----,rt---+----+---t----+---+----t---+---t----+---t----+---+----t---+---1t----t----i Cl \_ . I I FINI! HED SURFACE AT FLOWJNE _j
] FINISHED SURFACE AT "LOWI..INE
0 >---+-,540- ,~--+---+---+--+---+---+---+,---+---+---+--+---+---+---,---+---+---+--+---+---+---,---+---+---+-<> :,e: s-- 1G--f--+--t---+--+---+--+--f--+--t---+--+---t--+--f--+--+----+--+---t--+--1---+--+-----f 15so, -+---< ~ g> 35. -00 35+50 36- -00 36--50 37+00 37. -50 38+00 38+50 39· -00 39+50 40- -00 ~ ., 1-----+----'---'----'-----'----'---'-----+----'---'----'-----'----'---'-----+----'---'----'-----'----'---'----'---+---+----+---'----'---'----'---+---+----+---''----'---'----'---+---+----+---'----'---'----'----'----+----+---'----'---'---'----'-----'----'----' ~ Cl
~
<:
" <: COLDWATER CANON PROFILE VIEW

GENERAL NOTES

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

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

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

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 SlRIPING NOT SHOWN FOR CLARITY OF THE PAVEMENT DESIGN.

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

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

4. PAVEMENT DELINEATION AND MARKINGS SHALL BE THERMOPLASTIC.

BOUNDARY DISCLAIMER
THIS SURVEY WAS COMPILIEO FOR TOPOGRAPHIC PURPOSES ONLY. THE BOUNDARY INFORMATION SHOl'IN HEREON IS INTENDED FOR ORIENTATION ONLY, AND SUCH IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY.

I I :

CONSTRUCTION NOTES
0 ®
0 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.

SAWCUT, REMOVE, GRADE, AND REPLACE FULL PAVEMENT SECTION PER BH-114 TO APPROXIMATE LIMITS SHOl'IN.

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.

APPROXIMATE SQUARE FOOTAGE OF LOCALIZED DIGOUT PER DETAIL 3, SHEET 2.

INSTALL CONCRETE CROSS AND LONGITUDINAL GUTTERS PER SPPWC STANDARD PLAN 122-3 AND GRADES SHOl'IN. USE HIGH EARLY CONCRETE TO ALLOW lRAFFIC TO DRIVE OVER IMPROVEMENTS WITHIN 12 HOURS AFTER INSTALLATION.

REMOVE EXISTING SIDEWALIK, CURB, AND GUTTER. INSTALL DIRECTIONAL CURB RAMP, PER CITY OF BEVERLY HILLS STANDARD DWG. BH 103, CASE 3.

REMOVE EXISTING LANDSCAPING AND INSTALL DIRECTIONAL CURB RAMP PER CITY OF BEVERLY HILLS STANDARD DWG. BH 103, CASE 3.

DEMO AND REMOVE EXISTING CURB, GUTTER, AND PAVEMENT SURFACE TO APPROXIMATE LIMITS SHOl'IN.
,.:;,,. GRADE AND SEED NEWLY EXPOSED LANDSCAPE AREA TO CONFORM TO THE EXISTING \.LIJ S1JRROUNnINr. SURFACE" -
r,:;;:, INSTALL FIBER CONDUITS AND PULL BOXES PER THE CABRILLO RESERVOIR REPLACEMENT (

V VV VVVVVVVV
~ PROJECT FIBER ROUTING PLAN. SEE APPENDIX IN PROJECT SPECIFICATIONS. , /\ '---'"---/'-...,,.--"~"-•---"-- • _ __.,,._____,'-''---'---/A'--~A.,.A,_ .,,, ...... _ __,,, • ...._ __,,•--A,_/A'-,..,AA~A,_ A/A'--,,'--''-.,- ~ COLDWATER CAl'10N

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

IMPROVEMENT PLANS
" ::,
'll
~
a.
;;;-
"' :;:
0 N
N
/
N
N
2 0
~
;},
.:.:
(\plilll"lllt"' ~
,-
t
s
£
~ ...
~ ...
""'f.11 I '\"\Y
811 , - - TWO WORKING DAYS BEFORE YOU DIG
r Cannon
THESE DRAWINGS ARE INS1RUl.4ENTS OF SERVICE AND ARE THE PROPERTY OF CANNON. ALL DESIGNS AND INFCF!MATION ON THESE DRAWINGS ARE FOR USE DF 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 81' DD TO 8TA40tCIO
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. 14 OF 26 SHEETS NO. 7175

CITY OF BEVERLY HILLS, CALIFORNIA

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

I
COLDWATER CA~ ON DRIVE PAVEMENT IMPROVEMENT PLANS
SCALE: 1"=20'
I
I

PLAN VIEW
0 20
1 INCH = 20 FEET
..

I
I
I
I
I
I
>---+-620------~--+---+---+--+----+---+------,f---+---+---+--+----+---+---f---+---+---+--+----+-,640--+----lii28-+---t--+--f---+--+---+--+---t--+--f---+--+---+--+---t--+--f---+--+---+--+---t--+--f---+--+---+--+--------o.-640,-+-----t >---+-600
, c•X·)- 1:EF·T- Fl:0wtJrf-,-'\t-l"--+---+--+-----t---+---+-i --+-. --+---+--+--\--+------,--:,:
62_":'
(E:<) LEFT FLOWLINE ~
--- DENllCI L POIN .) ~ e. i 620,-+-----t -
~ , I
§ t---+-:58O-1t---+---+---+--+----+---+------,f---+---+---+--+---+---+---f---+---+---+--+----+-<600-ml,,;-'58(J+--+---+--+-----,--+--t---+----i'-+---+--+-----,--+--t---+--+---+--+-----,f--+--t---+--+---+--+---f--+--+---+---l- 600,-+-----t c:i I <> ~ FINISHE , SURFPCE AT ~O~INI _J
Ill "' • § ~en ....,[L g~ f5[/) t! ~
~ 1---+s2e-• -,--+---l--+--t--mi,,,---+---+--+---lf-----'S!Jl'"--t---+--+---+----1i!l"'"'f--f----+--t---+-e-4&~,i'Hi2&+---l--+--t---+--+---+--+---l--+--t---+--+---+--+ ---l--+--t---+--l'l!lm--+--+---lf----+--"'l"'---+--+---+--+-70a/11!!1-640+ -----t ...:::. 0 Cl ~ ~ CO + rt) ..f' 1«) u ~ ci .- ~, 0 a_o+ a:f'.() a ...., ~~ ~~ m ~~ ~ ~~ ;J~ o
C'-1 c u... ~ . • :;: g FlNISHED GRJ>UND - t!> ~ d LO 8 ~ l ~ "II «> + ,:.: - ~ -..i- ·.,, l!e---+--+---+--+---'9"'--+~A'lil GENTERLINE "' (/1 ,; .;; - ~ c,·_ --+-,FINISH "D- GRor No= +-~ ·1= --t---t-----,---t---,1---t-'~-coo , . = 5: ~ ~ ill I 6.02% + :: ~ ~ ,. "' AT CENTERLINE \ .. := " < w ~ "' s.ss,c: , gill ::,? '° I I 4.49% < w _t;_~ -r-eeo .-a- ~ - .. ~ \ 520--tn-~ - v L&J V> -q- <0 ~ 6.39~ L&J (I)
';' Z uJ 8-27" cr-t----lDENTIC, L POINll---t---- 4.29% Z w co ::J uJ \. 5.36% ::J W - - :I:-v, 5: 2'7% :I:-v,-
tb ~ ~ <( <(
"' ::. ::. 3' ,_--H580-J~ -+--+---+--+---+--+---11--+--+---+--+---t--+--l--+--+---+--+---t-6Gl()-+ -.51!()-f--+--+---+--+---t--+--f---+--+---+--+---t--+--f---+--+---+--+---t--+--l---+--+---+--+----1--+--f---.-- 600,-+-----t "
0 -
0 ~ >---+-eeo- 11--+--+---+--+---+--+---11--+--+---+--+---t--+--1--+--+---+--+---t-{-;-4e---,_____,o2e>+--t---+--+---+--+-----,--+--t---+--+---+--+----1--+--+---+--+---+--+----1l--+--+---+--+---t--+--1--+--1- s40,-+-------< a.. - CD X
,..-, ~ -:J' ~ c):] i.i
~ ( ~- ~-
0 >---+--- --+--+-----t----+----+---+--+---+---+-~ E_X-4-R_IG_H_T-+-FL_O_WLI _ N+-- E \ +---+--+---+---+------,---+---+---+--+---+--+------,----+----+---+--+---+---+------,---+---+---+--+--0 ....;i;_g" "!:- ;:i:,,_ . -+---+--+---+--+----+----+----+---+--+---+--+------t---1 ~ ';IOI=! +an~ w "- ...,u5< :;HO~ ~ - - \ -q-.....,.2 -
~ >---+-600 ~ :oo 9- _ - -........._ DENTICI L POIN
"' "' ,.

Cl
~
't---_

5.13%
I
I
520,-+-----t
IT
/EX) RIGHT FLOY .INE _J
c FINISHED SURFACE ~T FLO\\\.INE ~
o t---+-:58O- ,~--+---+---+--+---+---+------,f---+---+---+--+---+---+---f---+---+---+--+---+--o:0,:e-+ -5!18-7--+--t---+--+---+--+-----,--+--+---+--+-'-"'f="-'+'-'-"'7r--'-='+ = -t---t--+---+---t---f--+--+---+--+---+---t---f---+- 600'-+-----t ;3- l 40-00 40+5o 41 100 41 150 42+00 42--50 43+oo 43+5o 44--oo 44+5o 45--oo o f--....L.---'---'----'----'---'----'--....L.---'---'----'----'---'----'--....L.---'---'----'----'---'----'--....L.---'----'---'----'---'----'--....L.---'----'---'----''---'----'---'----'----'---'---'---'----'---'----'----'---'---'---'----'---'----'----'---'----' ~ Cl
" C
0 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 RRFIB 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'.7721 : LIMITS OF MILL AND OVERLAY PER TYPICAL SECTION A, SHEET 3 ,~.. . ·, I : PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 I I : PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3

CONSTRUCTION NOTES
0 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.

SAWCUT, REMOVE, GRADE, AND REPLACE FULL PAVEMENT SECTION PER BH-114 TO APPROXIMATE LIMITS SHOWN.

APPROXIMATE SQUARE FOOTAGE OF LOCALIZED DIGOUT PER DETAIL 3, SHEET 2.

INSTALL RAISED CENTER MEDIAN PER DETAIL 2, SHEET 2.
@ INSTALL CONCRETE CROSS AND LONGITUDINAL GUTTERS PER SPPWC STANDARD PLAN 122-3 AND GRADES SHOWN. USE HIGH EARLY CONCRETE TO ALLOW TRAFFIC TO DRIVE OVER IMPROVEMENTS WITHIN 12 HOURS AFTER INSTALLATION.
~ REMOVE EXISTING SIDEWALK, CURB, AND GUTTER. INSTALL DIRECTIONAL CURB RAMP, l151 .............. f'ITV .nr- v HIIIS BIL'IQ~ f"M:~ 3. _ _ "'--_,---.._ ._ v v v v r v r r v r r v r "' > @ INSTALL GROUND WATER DRAINAGE SYSTEM PER DETAIL 4, SHEET 2. > '24' INSTALL FIBER CONDUITS AND PULL BOXES PER THE CABRILLO RESERVOIR REPLACEMENT ' ~ PROJECT FIBER ROUTING PLAN. SEE APPENDIX IN PROJECT SPECIFICATIONS. '- - . . . . - - . . . _/&
COLDWATER CAl'10N

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

IMPROVEMENT PLANS
" Cl 8TA40tGOTO 8TA41 DO
"ll
~
Q_
;;;-
"'
~ 0
" / " " " 2
0 ~
;},
.:.: -
(\plilll'"lllt"' ~
I "\'\Y
811
...
...
- ,

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

F.B. NO. PAGE TO
O<SIGNCO AJS OATe 5/21/2024
CRAWN NS/ALM OATe 5/21/2024
CHCCKCO JE OATS 5/21/2024
6/18/24 ADDENDUM NO. 2 AJS
OATe REVISION BY
sueM,rTEo_S~a~m~e~r_E-la~Y~Ya-n~, ~P~.E~•~ _____ oATE 5/15/2024 APPRoVEo_D"""a'"'re"'n"---G=ri"'ll""e"'"y~. __.P~."'E~._.._P__.T.,.0""E~ ___ ,oATE 5/15/2024 JOB NO. 2217
SHEET NO. 15 OF 26 SHEETS
DRWG.

NO. 7175

CITY OF BEVERLY HILLS, CALIFORNIA

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

I \ \
\
\
I
I
I \ STA: ~5+98 \ , \ -END AVEMENT REHAB PER SECTION C, SHEET 3 / I BEGIN PAVEMENT REHAB PER SECTION D, Sl;(EET 3 / /
/
1201 1 I 1215 1221 1223 1227
I I I ~--~,, ... •. ,.o:fi.,_ 1
\
I
I
I
I
I
I
I ADDRESS·. k I I ADDRESS: .fl' I I ADDRESS: I ADDRESS: I I ADDRESS:

I • _J_ Y,\,, /~ (646.05 TG) Iii . \x" ...... :v • f_ R/W ---t,' ''--ti ' I - (~~5:'44 Fl\l~ >,/ I I • /'\\ I?<.. 1% ),,:- Ji ~ / _'!'A.TCH i;;xl Yx _
I --. 11--•

COLDWATER CANON DRIVE PAVEMENT IMPROVEMENT PLANS
SCALE: 1•-20•

PLAN VIEW
0 I
ADDRESS:
1222
20 1 INCH - 20 FEET
I
tl
40 ,.
': ft(:' <, ;·
_:xz. - ~ ~/ '.
~ J ro '-.:, ... I ;J;
... I
I
I
I
I
I

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 SHOWIN 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 WAUK STIRIPING AND RELA TIED FIEA 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 IMPUED TO BE A BOUNDARY SURVEY.

PAVEMENT LEGEND
P'.7721 : LIMITS OF MILL AND OVERLAY PER TYPICAL SECTION A, SHEET 3 ~I~•-·~· - ~-,~I : PAVEMENT REHABILITATION PER TYPICAL SECTIONS B AND D, SHEET 3 I .... __ __.I : PAVEMENT REHABILITATION PER TYPICAL SECTION C, SHEET 3

CONSTRUCTION NOTES
(i) 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 REHABIUTATION 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.
@ APPROXIMATE SQUARE FOOTAGE OF LOCALIZED DIGOUT PER DETAIL 3, SHEET 2. @ INSTALL RAISED CENTER MEDIAN PER DETAJL 2, SHEET 2.
~ REMOVE EXISTING SIDEWAUK, CURB, AND GUTTER. INSTALL DIRECTIONAL CURB RAMP, ~ PER CITY OF BEVERLY HILLS STANDARD DWG. BH 103, CASE 3. '18' REMOVE EXISTING LANDSCAPING AND INSTALL DIRECTIONAL CURB RAMP PER CITY OF ~ BEVERLY HILLS STANDARD_pW~ BH_!03, CASE 3.
1--....,..---,--...,.---,----,---,---,--....,..---,--...,.---,----,---,---,--....,..---,--...,.---,----,---,---,--...,.---,----,---,----,---,---,---...,.---,----,---,----,,---,---,---...,.---,----,---,----,---,---,---...,.--.,.----,---,---,---,-I - ~-,----,---.,.---,---,---, > ~ ~NSTALL GRO~ND0 WATER. DR~NAG~ S~TEM PER DETA~L 4,v SHEET 2. • • ) & .,-x ' ~ ~ • • A A A A A A A A A • • c,...JW - - -

11.a..-
t---+--+---+-660-J,--+--+---+--+---+--+----i--+--+---+--+---+--+----i--+--+---+--+---+--+---1f---+--+---+--+---+--+--f---+--+---+--+---+--+--f---+--+---+--+---+--+--f---+----.~,f, ro,i;-,,_,~..-..-,sse-+-----<---+---+----l ' ... < ~e:::i
t---+--+---+-640
(EX, LEFT I LOWILINE --..._
\ I/ 640-+-----<---+---+----l
FINISHED SURF,CE AT FLOWILINE _/
- ~ I I <: O t---+--+---+-620 .c
~
1 FINISHEI SURFACE AT RLOWILINE
., 1/l
620-+-----<---+---+----l
c ~ <:
" m ·- ~ ~ :~ ~ ~ _ t----+--+---+66Q~L----+--t---+--+---+--+----1--+--t---+--+---+--+----1--+--t---+--+---+--+----1f----+--t---+---;;;J-,,----+--+--f----+---e:\~ --+--+----+--+--:0 ::f:;.,,:--l---+--+---+---<+~l9_,,c----1--+--t---+-~ ~-660+-----,---+---+-----l -= 0 ~Vl AN 1()0 -.. ~lO 0 a. O+ ~C/1 LL. 8r--- +...: ~~ LO
O'.l m i:..:. dlll + • «lV +
l"1 LO Cl ~ -1_. a1 ~ ,... ~ V CO O'J
.:: t----+-----,-st-10+----..---+--t---+--+---::t--+----1--+--t--fll!rt--+----+--+----1--;i'::---t---+--+----+--18 ~-'--f----+--+---+---:t'l!!i---+--+--f----+-~ '1&;.--+--+----t--+--l--+--+---+--+----t--+--t--+--t-----i--+--.i--"·-+---+----+----; Q .- Ill Vl (!) LL. O t8 + f'l'i ~ ~ 5.24% ~ Cl Li.. ci in U"l+ o· ,-.. "' N ~ ti ffi ~ ci O 0+ ~ co r<'l"' ~ co FIN ,SHED G?OUND - 5.92% <f. ti ~ uJ ,,, ,- ., AT CENTERUNE 4.75% t- uJ t----+-----,-Cll-I"--640--'llfr--+----f--+--f-----'~ • 640--Cll-:x:'-+---+----+----; ,e C ~• IOI:=_~ ~ (Cl -, n, ~ LL.IV) + ~ V (C 5.49% .... -, LL.IV>
I Z uJ ~ °' 5.17% Z uJ co ::J l.&J C0 :::J LLJ - :x:.v, 5.ao:; I -v,+-----,---+-----1 J, ~ 4.72% ~ < 6.08% < "' ~ ~
3' t---+--+---+-620-a- --+---+---+--+---+---+-----<---+---+----+--+---+---+-----<---+---+---+--+---+---+-----<l---+---+---+--+---+---+---l---+---+---+--+---+---+---l---+---+---+--+----+---+---l---+--+---.- 6QO-+-----<---+---+----l " ~
~ m~~ o I c,lL......,
0 ~ t---+--+---+-660- lf---+--+---+--+---+--+---1--+--+---+--+---+--+---1--+--+---+--+---+--+---1f---+--+---+--+---+--+--f---+--+---+--+---+--+--f---+--+---+--+---+--+--f---+--lr--;;·1~ :1:,-_ 1 - 660-+-----<---+---+----1 ~ + d ~ F .,, ... < ~ llNISHED SURF A E AT rnOWILINE NISHED SURF AC. AT FLf WUNE "\. ., ~x' v ~ :::o 0 I r\ ~ ~ '\ C,.JW t---+--+---+--+-----<---+---+----+--+---+---+-----<---+-,- ~ +--,._-+--+,rn - x 1-m ..--.-X---+--, -+---+--+-'Cj L&..- "-"---+-----<1---+---+---+--+----+---+---1---+---+----+--+----+---+---1---+---+----+--+----+---+---1---+---1-+--_,.--+------<---+---+---1 ~ m~x" \ c.,-::?w 0;-;-1.!:'.:1,. \ • 1 5 ,,. ...... C)....IUJ u_......, -- I ~O?G ,. S I . "- ~ ..; ro :,: ro .., ,, + _ es (EX) RIGHT F'LOWILINE, \ V .,,.. Ncn:::C N ·u l"'lo,U ta,.,-«! en •'1 ,co1- +~ v.e~ l t---+--+---+-640 ..---1----t---t---+----11---+---t---t----Gc~I ~ I ~ !e'.,. .. :..,j 5 ~4~ \ l ...1.01%

AT FILPWUNE V
640-+-----<---+---+----l

FINISHED SURFAC
~ <:
o t---+--+---+-6QO-i~--+---+----+--+---+---+-----<---+---+-----+--+---+---+----,---+---+----+--+---+---+----,1---+---+---+--+---+---+---1---+---+---+--+---+---+---1---+---+---+--+----+---+---1---+---+---,.·-620-+-----<---+---+----l ;3- g' 45--00 45--50 46+00 46·-50 47+00 47+50 48·-00 48+50 49--00 49 -50 ~ ., t----'-----'-----'----'-----'---'---'----'----+---+---'-----'---'---'----'----+---+---'-----'---'---'----'----+---+---'----'---'---+---+--+---+---+---+1---+---+---+--+---+---'---'-----'---+---+--+---+---'---'-----'-----'------'----'-----'---'----' ~ c::,
" <:
" <:
.2
~
" ::,

COLDWATER CANON PROFILE VIEW
SCALE: HORIZ. 1 •-20'; VERT. 1 •-20' SCALES AS SHOWN
(\plilll"lllt"' ~ F.B. NO. PAGE TO 1l
~
a.
;;;-
"' r Cannon O<SIGNCO AJS OATe 5/21/2024
CRAWN NS/ALM OATe 5/21/2024
:;:
0 N
N
/
N
N
2 0
~
;},
.:.: -
I ~"\.},I"
811
...
...

CHCCKCO JE OATS 5/21/2024
6/18/24 ADDENDUM NO. 2 AJS
DATe REVISION BY
COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT
COLDWATER CAA0N DRIVE PAVEMENT

IMPROVEMENT PLANS
8TA41• DD TO STA 41 IID
sue1.11TTEo_S~a~m~e~r_E-la~Y~Ya-n~, ~P~.E~•~ _____ DATE 5/15/2024 APPRoVEo_D"""a"'re"'n"---G=ri"'ll""e'-'-y~. _.P~."'E~._....P_.T..,.0""E~---·DATE 5/15/2024 JOB NO. 2217
SHEET NO. 16 OF 26 SHEETS
DRWG.

NO. 7175

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
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
I
I
I
I
I
SCE
IAGO vlSIA DR
--:"'"'•' -
I '
I
I
ADDRES~:
1226 /
I
I
t
- -
I
I I
I I
I
g
I
I
I
I ADDRESS:
1235
I ,
ADDRESS:
1237
\
\
\
\
I
I
I
ADDRESS:
1241
I
ADDRESS:
1245
[R/W
l '%,
\
_\ ~ FO
r,
'
- - - ✓,• ~ !-,,.. c.---- -A -~ ---- ~ - / ® ' I =--- ,c!!i' /1 ~
~ /, - ✓, \ ""'-I -' ,,-J.' I \ / ~ , \\ '<::::, /LCE 1-\ _c,,;:,_,:' ,,,, sell- ,,,-,- '-, I ..1,----, \'. / I r' -"----1,_-l+-_ w,. ~rt----1--\-y ~/ ., ~ l '-,/_ _y ' ' ' ~l"--EXISTIN/;1 DRIVEWAY TO BE

REPLACED PER WATER MAIN

CONTRACT PRIOR TO

CONSTRUJCTION OF PAVEMENT
I I I ADDRESS: I IMPROVEMENTS -A-□-□-RE_S_S~: I 1242 \ 1 1245 I

COLDWATER CANON DRIVE PAVEMENT IMPROVEMENT PLANS PLAN VIEW SCALE: 1"=20' 0 40
1 INCH = 20 FEET
,-
t---+-680--~ --+---+---+--+-----+---+-----,f----+---+---+--+-----+---+---f----+---+---+--+-----+---+---f----+---+---+--+-----+---+---f----+---+---+--+-----+---+---f----+---+---+--+-----,---+---f----+---+---+--+-----,---+---+-----.l,-- 68Q•-+-----+ t---+---C---+--+-----+---+---+---+---+I~ 9'-i +---f--+-----lf--+--+---+--+---f--+--f--+--+---+----.= +== -=l==+--f--+--+---+--+---f--+--f--+--+---+--+---f--+--f--+--+---+-------:t = =i- --j-~=f== -=t---+---+---~ -----l----l .-,N~•;;u (EX) LEFT FlOWLINE \ ----->- _ ~----_____ _
+i~ - !-- - f- ----- - ----- t---+-660- lc__-+--+-----+--+---+--+-----lct;.,~l<i>~-l,.H---+---+--+---+--+--f--+--+---+--+---+--+--f--+--t-_- _- ~ -l::-= c3cc=l==-+--+ ==--=F--==-----+--+---+--+---+--+--t--+--+---+--+----t--+--t--+--+---+--+------l--+--t----,--sso,-+-----+ - --- -t- - - - - - ~-------- , __ ~--!- --f-- - ---t-
• I I I ~ ~ !2, --------- FINISHE p SURF' ACE AT FlOWLIN _ ~ ~ § t---+-640- lt--+--+-----+--+---+--+-----lf--+--+---+--+----t--+--f--+--+---+--+---+--+--f--+--+---+--+---+--+--f--+--+---+--+---+--+-----=-t--+--+---+--+----l!"'!llf"'-----lf--+--+---+-----::F ---t--+--f--+----u'il'~-640•-+-----+ ~ °'c,~ -LL. o.- ~ ~ I ·..- or-- ~ c: 0 m(/) ~o +d CO m c.,LL. ol'"'l,._ +o:i ..,.r-,.
n- +----l--+--f---+--t---+--+---l--+--f---+--t---+--+---l--+--f---+--t--~~r;,r-+---j--+--f---"'l•"'.;.__+---+--+---j----j,i"·l~-i---f----+--+---+-__:;0 l----+68~,- LO 1.._ ~fui'r---j--+--f----+---5_, 11{gCO --t--+---jf---+--::.:i-: "' "'=----+---+--+---j-----l'- 680•-+-----t ::E O mVl DU.: 81:0 +N f'l1W O
a.. 1/) Cl Cl LL. 0 l"'lN + o," N co u, u, °"' Ill
~ + C)~ ,O, _, "'"' 5.62H +
o m ~ Ill o ill,___t----t---t---t---.,+,1"iQ---t-----j----t---t---~ :;j ill FINI . HED G, OUN 5_._34% st- gl - s1--~ +---(<.: ,a;;~,-------t----t---t---+-~ 0 0 g ~ ;!: :;\ .; 10 '-----+-----=n•--,I•irCENTERCINE 5.21% 10- ~ - ~~ < I- 0 r-- ~ : 6 u:; LO (0 I 5.30% •• lo t- W ~ CO O "II" LO CO 5.95% ~ ~ - W-~ -r-eso .. .1s· sso- _ (/L I - .,. LiJ Vl st <0 5.26% LiJ Vl
';' Z LiJ 5,69% Z LiJ
- ::J LiJ 4.69% ::J LiJ
N - :I:-V, 5;46% :I:-v,-
ah ~ ~ < < "' ::. ::. 3' ,____-+-640--~ --+---+---+--+-----+---+-----,f----+---+---+--+-----+---+---f----+---+----+--+-----+---+---f----+---+---+--+-----+---+---f----+---+---+--+-----+---+---f-----+---+---+--+-----+---+---f-----+---+----+--+-----+---+---+-----.l,-- 64Q•-+-----+ "
-
o I
o .,_rx• ~ t---+-680- ll----+--t-----+--+---+---+-----tr---+--t-----+--+---+---+---r---+--t-----+--+-c--t---+---r---+--t-----+---H_,';;-F.c{~•...,•'---+---+---+--+-----+---+-----,f----+---+---+--+-----+---+---f----+---+---+--+-----+---+---f----+---+-----11--580,-+-----+ Q_ a,-_,F. I l"1 _ C) ..., LOO~
~ - 0 'V X mi,-:,.x, I 1.&........ o
+01-+ •o _____ _
0 -. ~1--'~-~-L&J~ c, _J La.! N ~-;;:·• --1---+---+---+--+---+---+-'N 10 < --~-===--- -+----+---+------1c__--+-----I ,...., m ..-.-X--+---+--+-----,---+---+---+- _.--+-=--i"--~ , ,1« = · ,,.. Y'~c~ "::l ---t-----+--+------+---+---f---+--+----+--+------+---+---f---+--+-----+===~ -- ~ · N ..... e>...Jl!&.J I.a. I Ul ~ J: :go::I! L i+u=;r< CO .. ,__ _______ ------ ---- WO N. :C l"1 l•O +c,Jg ~-~ ___ _ ..,. - +.,... ~ LO r. , - - -- - - - - ./ ~cc~ o~~ ~co~ ---ri- -- -- - ~ t---+-660- , !<'!!e'.i--+---+--+------l--+--t----t---"'f:;, 1 ~ - +-'"f""-"'r--+--f--+--+---+--+_--t - tc:-=-=t -=-=-=--=1r-::--=--=--=1 + 1 ~12;~c-1.j!i'"!=:;::t = 1 ==t-El,- r=1 =-=-r
1 11--t-, --t--r--1--t-,--t-,--t --r--1--t-, --t-,1-t--r--1--t -1- 660 en 4.90% !- - - - -I-- - - f- - - - -
i >----+--____,,i~ :i,--+---f---+--+---=-t:c-=~-- ---~*=~ ~ ~ ~\ ~>::=t==-:=--J:=----t----l--_j_ __ j_ _ _i __ _(_ _ __( __ _j__ _ _jJ__ _ _j_ __ j_ _ _i __ fExj- RIGAr F[OVIIJNE~== ·"--+---+---+-----,---+---+-----+--+----+--+-----+---+---+-----+--+----+---+-----,---+---+---+---a------+----l ]
5 • ~=-,:1sHE; sl RFACE AT FLO M.INE '\._ FINISHED SURF'ACE AT ,LO~INE F'INI HED SURF'ACE T F'LO~ INE --1 o t---+-640- ,~--+---+---+--+-----+---+-----,f----+---+---+--+-----+---+---f----+---+---+--+-----+---+---+---+---+---+--+-----+---+---+---+---+---+--+-----+---+---+---+---+---+---+-----+---+---+---+---+---+---+-----+---+---+---+- 640•-+-----+ ;3- l 49 -5o 5o+oo 50- -5o 51 1 00 51 t 5o 52- -oo 52+50 53+oo 53- -5o 54+oo 54- -5o o l----'----'-----'----'-------'------'----'-----'----'-----'----'-------'------'----'-----'----'-----'----'-------'------'----'------'----'--------'---'------"------'-----'-----'----'--------'---'------''------'-----'-----'----'--------'---'---'------'-----'-----'----'-------'---'---'---'----'-----'----'-------'---'------' ~ c::,
" C:
0 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 \IE 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 SllRIPING NOT SHOWN FOR CLARITY OF THE PAVEMENT DESIGN.
2, ALL EXISTING STRIPING TO BE REPLACED IN KIND PER COLDWATER CAf:lON DRIVE

MARKING DESIGN PLANS, SEE APPENDIX D OF THE PROJECT
SPECIFICATIONS.

3. ALL PROPOSED CROSS WALIK SllRIPING AND RELATED FEA TIJRES SHALL BE PER SIGNAGE, SllRIPING 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 INF'ORMATION SHOWN HEREON IS INTENDED FOR ORIENTATION

ONLY, AND SUCH IS NOT INF'ERRED OR IMPLIED TO BE A BOUNDARY SURVEY,

PAVEMENT LEGEND
~ : 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
1~- .1 : ..

I I :

CONSTRUCTION NOTES
0 0
0 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 SURF'ACE PER PAVEMENT REHABILITATION DETAILS, SHEET 3.

SAWCUT, REMOVE, GRADE, AND REPLACE FULL PAVEMENT SECTION PER BH-114 TO

APPROXIMATE LIMITS SHOWN,

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.
'13' INSTALL CONCRETE CROSS AND LONGITUDINAL GUTTERS PER SPPWC STANDARD PLAN ~ 122-3 AND GRADES SHOWN, USE HIGH EARLY CONCRETE TO ALLOW TRAFFIC TO DRIVE 0\/ER IMPROVEMENTS WITHIN 12 HOURS AFTER INSTALLATION,
'15' REMOVE EXISTING SIDEWALK, CURB, AND GUTTER, INSTALL DIRECTIONAL CURB RAMP, ~ PER CITY OF BEVERLY HILLS STANDARD DWG. BH 103, CASE 3.

COLDWATER CAl'10N

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

IMPROVEMENT PLANS
" ::,
1l
~
Q_
;;;.
"' :;:
0 N
N
/
N
N
2 0
~
;},
,:.:
(\plilll"lllt"' ~
t
s ~ ·- £ ....
~ ...
""'f.11 I ~"\.},I'
811 , - - TWO WORKING DAYS BEFORE YOU DIG
r Cannon
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
STA 41• IID TO STA 114 IID
SUBMITTED ________________ DATE _____ ___,
APPR0VED ________________ ,DATE _____ ----1
JOB NO, _____ _
SHEET NO. 17 OF 26 SHEETS
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
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 I I
I I
I I
: : 1-, ' I 1ADDRESS,1 1
1 ~ , I, 1 , 1 I I \.....-----l I
I 1249 I I 1253 I 1257
~,=
1261
,
I
I/ ~ 1265 /,
~ i>9. ' f'x / . . ' ~ • ' '. ' ' ~\ f~ ~ / ;(\ f'x
ti l ~ .:i l FO ... ' , ,1/ ,.: ,/\\ u ....... , ',,,--'Z\ fli"- , p~ ~ II'---.., A ;IW ~ , " ' ,,,____!r---..-l, , - I I \ // \ -... ~ 7Y - ro !;' -J'S.-,-, ~ ~ \_ V /, :'.'. _, ' ' /4,' \ ,,,, ", • "' = I "'' ... f //\. I ' r _::-,, 1.1 ,d' FO \ - -I -- FO ~ ,/1, ',,__ ,,_ ro' ~.r- ~ Jt-Nz -c ~ -~£:1 ~ - ___;~ ¥- ~ '~~~' • .J c= ;:;: --~;_ ~ - - _'° r..-_ s,•~ ~ _":: " ~ L-~~: ~\ - '° " _,. ~ .--'~ ro -::.,-e, -;.;-;:it'::f= \ s -~ - , ~ ~ \ ~," ~ r - .,Ji) /: - '" ·::,,,,..:~, . ~ ...._ .!a;~ ~ , ·..:::;:;. , ~ L-~. - . e.. . '!.....!...!:_· ~")CA ~. . •. • •1 \· ........ , ~ATV ~ / kA -..._. CJ rv- _,,, ~, rv - ./1.,AW- r •• , -- -.,,,,.-,;'. ,. .... - ~ . _ .. _ c:r~- -!. I!,, • -•• - ~ -- :.!!~-~ -~ - i • ,.. -- ~ : - •. • b .......-...... '- ~ -~ - •• ~ • '~ , : - - "-. f. _L • • • ·-~ - \ . ~ -"1 .!..-¥f _k · ~ ~ 1--l.,t I._ ~ .L .- t ~ - - • .. ...: • ~ .. g_ ~ -~ •• __ _,___ ---A - '+ I I I . I ~ 8 'l--=-= "-"-'='-=-' • li Ir - ~ - -! 12'." _Dll:C::...·-::_:-_c·_ :..:si:- ~ - -- --x:JJ,"r::-_ ·_-=- -=- _ -=' ::-·~ .::_ - -- ~"-::::: o ~ ~ ·-=~J ,- l L ~ ____ TI'.:Jl!E'. - i---. I'£: - • :- -:1Z'.'.:.orrr T-:-= -,I::
~en ---- :,-z-_m\-.:_::_::- ---~ ~ ---- R=-5089.05' , ____ 56+00 1 - _n • -:. - ;;:~o-- - 'CfL-~ - - - II ! '+---- 58+1llF.:--.'?.=·=--·----- -- . N0411'21.24"W ______ a:,~; oo____ " - _I_" z w - - :- ~ >--_ _,__ ----- ----- - ~ ------ ----- I • -tt - - - T - ~ - Ii r ::Jwen f ~ - 1 11 ~ I - - I- "'-H -I - - 1 , - 'i' _<O ~ I STA: 57+70.70, EC I g : I ® I
~ dx -w,,- -- - - -- -,,, - --"=-=·.:: I I I ~ ·1 --1-· -~-.··- - -·-_:::_·-,,, -,-~-=c-·,·-.·-, -L..,..-"I"-- _· .. - .. . -__ ._._-_ -. -_ -- ·_-____ "'-· -.,__ Jl=. -_._-:.· .. •- . .. -··-~---•a-. ~ ,- - _·_-c. .. :- _-.- __ .1_-I: ,._., -.'-¢ 7 ~ -=-=-=4 ,~~c-=r2•:rieo: ~~ '( • --,,.,-~ --; ;_ . 'J:2-[lJP 1:-~w:: ·-- -,--m -. i -. . . .:~1'2'°..: :rn': _;__,t c-=• 7, 'f'r:;;a.' - "'..:Y,, -- --~-=-=~J:2:])]2: . --- W -=-=-.:=-ccc- 2:_ -'-"' , --- ... .n. •. ;, a:t,"- ,. .~, - ••' _,...,,_ - - ~ ~ -..,,,,--,.-.. ,:'-:,'!=' •. ;: C < '.'.'.

I
I I
I
I
I
I - ro /l( \-- fL ' 1
- 1' "'-;:_ ~ SCE ac
I ~ I ,
11 ' I
I I --~ I ----, ----, --'----, \ I I ~ ----, I II I
I I ADDRESS:! 1- I - - .. - 1250 I A~°A~ss: A~°A~ss: I A~~i~ss: I I I A~~i~ss: I T I I I I
+
•

COLDWATER CANON
I I
I
I

DRIVE PAVEMENT IMPROVEMENT PLANS PLAN VIEW
SCALE: 1"=20' 0 20 40
1 INCH = 20 FEET
>----+-100•- ·r---,--t---t--+-----t---t---r----t---t---t--+-----t---t---t----t---t---t--+-----t--+--t----+--+---+--+----l--+--t----+--+---+--+----l--+--t----+--+---+--+----l--+--l----+--+---+--+---j-==t=- - l--- =J.-~100,_,_---l ;- -------- (i:X) LEFr FLOWLINE \ ----~ -- --+ -· _L- - -- - - - - -
- ----- t---t----..---+---+--+---+--+----t----,--+---+--+---+--+----+----,--+---+--+---+--+---+---,e-----1----+--+----ll,--+--+--e-----l------l-~--+- -~4==+=:..=...+--l--+---l---l---+---l----l---l--+---j---1---+---1----1---1----l----l----l ----- "-. -------- - --- - 1-- - - - -- __ -1--------- - - 1-----+-sao,- 1t----+--+---+--+----+--+--t----+--t---t--=-:±-:==cl=-+ - - f===J-===1----t--+----+--+--t----+--t---+--+----j--+--l----+--+---+--+---l---l---l----l---+---+--+---j---J---l----l----l----+---l----j---l---l-----'-- --:.--- --- - ---1-- J.-- ----- ---
i------i---.,.-----t---t----1---t---t----i---t----t---t----1---t---t---t--+----t--+---ir--+--+---+--+---+--+--r--+--+---+--+---+--+--f---+--+---+--+---+--+--f---+--+---+--+---+---l--- m ~!;g ·- en ..., LL. m (!)1.&.. d
r--- --
680
~ ~
~
°' ~ 5 1 ~en ..... 1.&.. Om +iri
o i----i----r----+--+-----t---+---t----i----t----+--+-----t---+---t----i---+----+--+----1f----+---+---+--+---+--+---f----,[Jll ,---+-------+---+---+"-~ --+---,---+---+-~co 5:--e----+---t----1--~2 -~~--1---+---1---+--:9! _m.,,,---,---+---+---+--+-----+---1 :S men o ·~ g~ +l""l ~CJ) ... ill ....
§ m(/) (,!)LL. g~ +ci ~m II)«)
m en CJ LL Q m + r--:'. r;; m 5.57%
~ t-~--+-=70a-;1-fl>--t---+--+---,----,c,:,,b,~;---t----t--+---+---<o.,•·l8!~L---,--+--t----t---.::~rt,~e:c---+--+---,--+--ig~!~ -t---+--+----,---i.,;l~.,i--l--.,,.1Nkr~n:RLINE 6.27;. 100•+--o- -l ~ ~ : ~ g ~ .1i ~ :g ~ I s.ssx 4.ss% ~ OO - i.o-r-,.. ui r--. 5.65%~ m-m- ~ < ; i ~ in q) 5.35% 5.44% < 1-w~
t, w 6,31% >-- w - · -:r:-r-sao "t-,u9:= 660- _ (/J_I _ ;:!j w en 5.59% w en
I 2 w 2 w ~ ::Jw ~
N
~ - :I:~ -eni---J---r----+--+---+--+-----j---f---f----+--t---+--+-----j---f---f----+--+---+--+---+--+--f----+--+---+--+---j--+--J----+--+----+--+---1--+--+---+--+----+--+---jf---+--+----l---+----+--+--f---+--f----l--'~ W - ~ - (/)- <( m - <
en ~ u£~ "Li.!::!. ~ ~ l----+--+1--+----t--+---f----+---t---+--+----t--+---f----+--t---+--+---+--+---f---+---l----+--+---+-_-+---f----+---+---+--+---+---l---l-----+----1----+--o,...l~.L._:c--___J_ .• m-I f--+--+---+--+----l---l---1-----1---+---+--+----Jl _ _ _j_ _ ___J ..... m ,--:-?'.'1 o ~ u ~ ~ ~ o - C>i:i:'.e im~ io(J)< o m ........ x - 1 in'P-:::ii: I0~:2 ~ >----+-=100- i,-+--t----+--+---+--+---if---+--t----+--+---+--+--f---+--+--...:"1:l"...J"'~~ +---+--+--f---+--1°'~m"'ri:,:s---+--+----+--+--f---+--+---+--+----+--+--1-_:+i=- -=--+-+--+--+----+--+--1---1----1----+--+---,-d==+--l---=1-~ a_ J:- vI +lllj'.::::'. 1- --- 100 ~ ~ ~ ~ ~!~ ~ ~ .::5:.::.0,:::8",·-E)-- __ l- _ - - - --- --- - - - - f- - - 'V coco< l!t'
~ t----i---1---t---t-----t---t---t----t---t---t---t----,---t---t----t---+---t--+----'i"'f~= "'-r--+--+---+--+---lt--+--l--+--+---+-=cb-=~ - --{==+==-'-+ ---l----+---+-,r1 +---l---l---l-----l---+---+---1---1---l---l-----1---+-----'----1---l g -- _J! _ _j __ --J.-_..:5~.•¥7?";--J---r - -, - - - - - - -;-- - - - - 'j; 1-----+680- lc__-+--l---+--+---+--+---l--+--1---1--=t=.-f= - +-=i===i-===--t---l----l------+---I-/-/ __JJ--_--l---+----I----I---J'-1---l---L---1---+-----l---...i -;N/SHED-1 URFAGE ~ -T- RC WtlN:E-c'---+--t---+--+----t--+---f---+--+---+--+---+--+--~•- 680_,_---+ 9- --- - - - - - - - - ~ - --- - - - -- - - - - - - I (EX) RIGHT rLOWLINE _/ en ---
i >---+--..----+--+---+---+---f---+--+---+--+----,---+---+---+---+---+-i<•INl51,lED_SlREACE_ ~L ELO_lLINF"-"''+.J --l---+--+---+--+---l--+--l---+--+---+--+---l--+--l---+---l----+--+--__j--+--1---l----l-----l----l--__J--+--1----1----1-----l Cl
~ 665 665 C §, t----+--:::;..,-4- • 5v1--1 -e----+--+---+__.., :;.5-.=0t,1--l,-f---+--+---+__.._:,5-. ..-5t,r--ie--+---+---+---+---'-:;6--•0vA--f----+--t---+--'i:.,6--~5 1v--I-e----+---+---+~ :::;~-7-. --0vr--> -f----+---+---+~ :::;,-7.__.5vr--i-e----+---+---+__.._:; .. 8._~0G1--1,-+---+--+---+---'-: ,8-• --5vA- -f----+--t---+--'i:;9-...-0 1v--1-e----+--+----+__.._:,9-. -51v--1->----1 "' C
~ t-----'----'----'----'-------'--...L--L_--+---+---+---'-------'--...L--'----'----'---+---'------'--...L--'----'----'---+---'------'--...L __ L_ _ _L __ j_ _ _j_ __ ..L_ _ __J __ _j_ __ L_ _ _L __ j_ _ _j_ __ ..L_ _ __J __ _j_ __ L_ _ _L __ ,L _ __l __ _L _ __JL_ _ _L __ L_ _ _L __ _L _ __l __ _L_--j ~
Cl
-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 WALK 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.

I I :

CONSTRUCTION NOTES
0 0
0 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.

COLDWATER CAl'10N

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

IMPROVEMENT PLANS
" :,
'll
~
a.
;;;-
,,,
:;:
0 N
N
/
N
N
2 0
~
;},
,:.:
-
~ ~ I tu;'
- 811 , - TWO WORKING DAYS BEFORE YOU DIG
r Cannon
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 DF 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
STA 14 "IID TO STA ■ IID
SUBMITTED ________________ ,DATE _____ __,
APPROVED ________________ ,DATE _____ --l
JOB NO. _____ _
SHEET NO. 18 OF 26 SHEETS
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
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 MONTE CiPl O DR
I
I
I
I
I
'
0 I()
+
O'l

I() (X)
__ /
- - - -.,, ..
-
0 20 40
COLDWATER CAF:lON DRIVE PAVEMENT IMPROVEMENT PLANS 1 INCH - 20 FEET SCALE: 1"-20'
. - -tO--- • o 10,.-j~ +r-i
l"lQO
+ '20~ + .... ~ Wr::'. 1I- 'I.,...< ..- r--. .",
-r- rdoo:::c '°«>*
..... r:.< '°t:..::i: w-FE
>----+--+---+--+-----'---+---+-----l-'1zo,~.-----+--+---+--+---+---+---l----+--+---+--+---+---+---l----+--+---+-'°= ~= "'---=i1-=-=---+---l----+---l--+-+--+...1----l---+---ll---+--+--_J_ __ ...1-_ _J __ _j_ __ 1--1zo,+---+----+--+---+--+-----'---+---+----1 EX) LEFr FLOWI NE~ , ______ 81~.J~.1_:=%_Lr:::;)~-~i:.: ··4~2f%-,---f}- - -1-- - - I\.. ...:::-~ ·i74;,;; '~~~,)=::.:-:::j:...:=-=+----l-----1---1-------l------+-.f../_-1--_--l-_-l-_--J._---l __ -1----_--1---_+_---l-_ ____j __ i.,___...i,_ _ _,i_ _ ___j__----l. __ L_L_J.._ _ _J t---+--+---+--+-----,---+---+---+--~---+--+-----,---+---+----+--+---+--+-----,1----+--+---:__-_-+~- -- ~1~<----,---,-==1,-=- r -- / / ---1- -- 1-- ----1--
>----+--+---+--+-----,---+---+-----l-'700 _-'===1~==~-1=~-=-=~--1-- ---l-~---1---l----1----1---1----l---l----1---l----1----1---1--~4---+---1---l-.£11'1$l:!.EllLS!JfilAt;J~'AT.I..JC'L'QW]-·'Jl "''IE..: ·- ::::1. __ .L _ _J __ _J_ __ L _ _l __ L _ _J __ .L_-l~ 7001+---+----+--+---+--+-----,---+---+----I FINISHED SU~FACE i T FLOW)NE __J

5.42%
.. .. f- a <w f-- l,J
t---+--+---+--+-----,---+---l--'"'·::c·f--700
~ w~
I 2 w

5.33%

5.14%
100
~ ~l,J
N :I:-UJ-t----,r--+--+---+--+---t--+--f--+--t---+--+---f--+--f--+--+---+--+---+--+ --f--+--+---+---i---j--+--f--+--+---+---i----J--+--f--+---J---+---i----J----i----1----1----J---l ~ ~ < ~ OJ ~ ........ 'x' ....... x 3' >----+--+---+--+-----'---+---+-----l-680•- ,,--+--+---+--+----+--+--f--+--+---+--+----+--+--f--+--mt,-..'?,.... ~ -+--+----!!!lqjx;,-_+--f--e"'H;~:l' .. :!,!W!,--+---+--'i'Ji-'=~'-----l----l----f--+--+-----l-----1---l----l----1----s~ .. BQ,+---t---+--+---+--+-----1---+---f-----l -o c:., .l-J ~ "G::e 11.1.. -· .,... ,. f-:., l:a.. I alNI 5°Vl5 0 C ....... x m::::i':~ ai' J.. I r.o'oi:c r=::1 .o -f-c-J1- 0 (!)~~ <.,I.&..- Oc,iO t'l+ci~ -fl ;:~ Nj::<
~ >----+--+---+--+-----'---+---+--~1-20- 11--+--+---+--+----::±bc-s=-+ -.i'l·='c---+--+---+--+----t--+--f--+--.1+•1~~1-,_-+--+--,;,1.;;;-.,"'::.--+--f--.i.c-i'~ ,._.:.~~ -+--+---'1' '°+~"'-=""'--l----l----f--+--+-----l-----1---l----l----f-=,-20,+---t---+--+---+--+-----'---+---+-----1 ~ ~~~ ~,ff (O E,L1 ;i t0-,:2: I _ c -
:;j: I;' ~,li iiJ r:,,. (-x) RIGHT FLOWc!NE, 3.90% _ _ - - - 1-- - - - - ~ 1---+--+---+--+---+---+---t---+--T---+--+---+---+---t1----+-t-+---+--+-----,--+--1-----+-""----+---:c=t=~==.;:a·2"'3"'"......,1----e--i----~4==~ =~b="1"~=:~ =~l:_::=-::t:=-::::__r::_:::__j__ _ _j __ J_ __ L _ _J_ __ L_J __ _j__ _ _j __ J_ __ L _ _J_ __ L_J __ J_ _ _J __ J_ _ _J /
E:10 __ 4°' ------------ ~- - / / !A-';;.5.4=;:.,.-e- __ - - - - ------ I { t---+--+----+--+---+---+---+---~700- ji=-'=-=+=-!---+--+---+/- /:...__+---l--+--l---+--+---+--F-IN-I-SH_E_D_ ..j Sc- JR-F-A-CE+ A-T_F_L_O-I-YLI -N_E __ -1,1--+-F-IN-ISH- i-l-ED_ S_U-RF-l-,C-E_A_T--I-FL_O_WLI _ N-I-E-_;1--1------l----1---l--+--1---1---+-------l----1---l--+--L100-+---t---+---+----+--+---+---+---t-----1 "' ,0 1----+--+----+--+---+---+---+----+--• --FINSHED- SJRFACE AT- FbOl'UNEc-- f----+---i----f--+---lf--+--t----+---i----f--+--f--+--t----+---i----J--+--f---i----J---+---i----J--+ --I---I----J---+---1---l----1----1---1----J-----l------1----l---l-----1 Cl
~ C ;3-0 1----+--+----+--+---+---+---1----+6ao- ,~ --+---+---+--+---+--+-----,---+---+----+--+---+--+-----,1----+---+----+--+---+--+---1----+--+----+--+---+--+--1----+--+----+--+---+---+---1---R~,·eo - -+---t---+---+----+--+---+---+---f----1
l 59--50 60- 0 00 60- -5o 61 62- -00 62--50 63- -00 100 61 150 t---'----'----'----'-----'---'---'---'---+---+---'-----'---'---'---'----'----+---1----'---l---'---'----'----+---1----+---l---1---+--+---_j_ __ _L _ _J __ __j_ __ L__-1. __ j__ _ ___l __ ...L. _ _J __ __j_ __ L__-1. __ _L _ ___l __ _j_ _ _JL_ _ _L __ L_ _ _[_ __ -l-_ _j __ _j_ _ _J ~
Cl
-0
C
0 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 SHO'M'J FOR CLARITY PURPOSES. DESIGN ELEVATIONS SHALL BE CALCULATED PURSUANT TO THE PROFILES AND PRECISE GRADES SHO'M'J.

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 WALK STRIPING AND RELATED FIEA 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 SHO'M'J HEREON IS INTENDED FOR ORIENTATION ONLY, AND SUCH IS NOT INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY.

PAVEMENT LEGEND
rz7ZJ : 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 :

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.

INSTALL RAISED CENTER MEDIAN PER DETAIL 2, SHEET 2.

INSTALL CONCRETE CROSS AND LONGITUDINAL GUTTERS PER SPPWC STANDARD PLAN 122-3 AND GRADES SHO'M'J. USE HIGH EARLY CONCRETE TO ALLOW TRAFFIC TO DRIVE OVER IMPROVEMENTS WITHIN 12 HOURS AFTER INSTALLATION.

REMOVE EXISTING SIDEWALK, CURB, AND GUTTER. INSTALL DIRECTIONAL CURB RAMP, PER CITY OF BEVERLY HILLS STANDARD DWG. BH 103, CASE 3.

REMOVE EXISTING LANDSCAPING AND INSTALL DIRECTIONAL CURB RAMP PER CITY OF BEVERLY HILLS STANDARD DWG. BH 103, CASE 3.

COLDWATER CAl'10N

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

IMPROVEMENT PLANS
" ::,
'll
~
a.
;;;-
"' :.:
0 N
N
/
N
N
2 0
~
;},
.:.:
-
~ ~ I tu;'
- 811 , - TWO WORKING DAYS BEFORE YOU DIG
r Cannon
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
STA. ■ ID TO STA 12+41
SUBMITTED ________________ ,DATE _____ ___,
APPROVED ________________ ,DATE _____ __.

JOB NO. _____ _
SHEET NO. 19 OF 26 SHEETS
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

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

COLDWATER CAÑON DR
COLDWATER CAÑON DR
12/31/2025
NO. 54105
EXP.

Samer Elayyan, P.E. Daren Grilley, P.E. PTOE 5/16/2024 5/16/2024 22175 7175 ::,;
a.
"' 0
0, "' ..
0 ... "' I
1'i
I "'
0 -
0 0
a.
a.
.,.,
-...
0 "' "' w
~
~
9-"' "' ,.

Cl
r-
-3"GI
I
I
SEE SHEET 19 FOR CONTINUATION
I
I I
_.,,._....,._ __....,._

MONTE CIELO DRIVE PAVEMENT IMPROVEMENT PLANS PLAN
SCALE: 1"=20'
VIEW
...
0 • r,., : ".

I ...
., ·: ,.· ,._·
. .
o, . .. •.

I I ~
I
I
I

IA FONTAINE CT

TWO WORKING DAYS BEFORE YOU DIG
0 LIMITS OF PAVING
.....
.. ss--- -

LIMITS OF PAVING (AB)
20 40
1 INCH • 20 FEET
,.- Cannon
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 TIHE EXPRESSED WRITTEN PERMISSION OF CANNON.

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

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 WALK 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
f27ZJ 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

CONSTRUCTION NOTES
(i)
0 0
@

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.

INSTALL CONCRETE CROSS AND LONGITUDINAL GUTTERS PER SPPWC STANDARD PLAN 122-3 AND GRADES SHOWN. USE HIGH EARLY CONCRETE TO ALLOW TRAFFIC TO DRIVE OVER IMPROVEMENTS WITHIN 12 HOURS AFTER INSTALLATION.
'15' REMOVE EXISTING SIDEWALK, CURB, AND GUTTER. INSTALL DIRECTIONAL CURB RAMP, I!.::) PER Cl TY OF BEVERLY HILLS STANDARD DWG. BH 103, CASE 3 .

COLDWATER CAl'10N

SCALES AS SHOWN

ROADWAY REHABILITATION PROJECT
MONTE CfF1 0 DRIVE PAVEMENT
1MPROVFMFNT PLANS
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 1-tGOTO STA4• IID
SUBMITTED ________________ DATE _____ __,
APPROVED ________________ ,DATE _____ ---1
JOB NO. _____ _
SHEET NO. 20 OF 26 SHEETS
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
11900 Olympic Blvd, Suite 530
Los Angeles, CA 90064
P 310.664.1166 F 310.664.8877
12/31/2025
NO. 54105
EXP.
~ C
0 = ~
C
0 :::;;
a_
0,
...
,.:.:
0 <'<
...
" I
O'.l
~
I
<O
;. "'
"O
0 0
0 (/)
u
.,.,
~
...
0 ('OJ
('OJ
w
~
~
u
/ "'
;. "'
Cl
~ "' C
0 ~ "' C
:;:.
-0
~
Cl
"O
C
0 C
.2
~
" ::,
"O
0 ~
a_
...
/
.,.,
~
...
0 ('OJ
('OJ
/
('OJ
" 0
/ " ·-0
~
C.
/
.:.:
465
460
458
480
475
472
505
500
495
492
545
540
535
532
590
585
580
578
.1 13.ow j q.15·I , ' .1 '
f-- -,_ .o ' .. ,, ..

I
r-56. •. --"1--- -
• r -
FS ..J L EG
-25 0 25
CQLPWAJER CANON PR - STA; 15+00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
,.1 • :I; i12. 7i5' 1 !?-89'1 5.5', - - - f-- - :- . . ~8'1': 2.2~'1: ! ' - -3.48'1:-6 ._!i I \ I -
,_ -. ><" -

FS - I EG
-25 0 25
CQLPWAJER CANON PR - STA; 21+00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
' 18,4'± 18.1 '± '
I _J ... . r-1.81'2: I
\
FS _, - EG
-25 0 25
COLDWAJER CANON PB - STA; 27±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
q.2':tl 18.4'± '
-- ~7,r._ 76,!; I o.oi ii: I I
I I

FS - - EG
-25 0 25
CQLDWAJER CANON PB - STA; 33±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
q.1'~ 18.$'±
J I -4.07'1: I ,-2. ?1'11 ' I I - -
I \
FS _J - EG
-25 0 25
COLDWAJER CANON PB - STA; 38+00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
465
460
458
4ll0
475
472
505
500
495
492
545
540
535
532
590
585
580
578
470
465
462
485
480
475
472
510
505
500
498
550
545
542
595
590
588
·4 I I :l. 11~ 11-,~1 ' j_ -
-- .i2 , +-1 .10,i -1 .. 41'!- 6,4! %
' -- - FS J \ EG
-25 0 25
COLDWAJER CANON PR - STA; 16+00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
=~ltl 112.715
- q.75 1 +lf- - 2.25,i ~
- 3.08'1:-IQ.7 c1

FS - EG
-25 0 25
COLQWAJER CANON PR - STA; 22+00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
' 171.7'± 18.1 '±
~ I 3.07 r 1.7i1%
I
EG - I:... FS·
-25 0 25
COLQWAJER CANON PB - STA; 28±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
' rz.rc!j 18:f± ' J j :~ - oJ ,1,i - 0 . .15 . I ~
~
I I \
EG -r L FS
-25 0 25
COLQWAJER CANON PB - STA; 31:±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
1t 2·,l 18.~'±
d._94*
l - ~ - o.Hii: ,_ - - - -- "' \ I J I EG
-25 0 25
COLQWAJER CANON PB - STA; 40+00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
470
465
462
4ll5
4ll0
475
472
510
505
500
498
550
545
542
595
590
588
475
470
468
490
485
480
478
515
510
508
560
555
550
548
605
600
595
592
.1 12.715 q.75 I ., - - . s~"' :o.a~" J - - -- -2.31'1:- 6. 4 ,:

I 1 J I - EG
-25 0 25
COLDWAJER CANON PB - STA; 17±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
I
tf 12.715' q.75'I ,.2·,
J -- - J~,i J2.2,1it 1.52'1: 17 ,:

I S .V
Q EG
-25 0 25
COLQWAJER CANON PR - STA; 23+00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
I I I
'
17i.s·=9 18.~"± ' - - I -11.72'1: , 2.Q3'1: I ,---
I IFs v 4 EG.
-25 0 25
COLQWAJER CANON PB - STA; 29±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
' q .2·, 18.5'±
' '
I l I - .85,C: , 0.88:C: ,_ - I \J EG FS -
-25 0 25
COLQWAJER CANON PB - STA; 35±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
1fi.9'c!j 18.~'±
J I I I I - -- -2.27l.! , 1.66'1: '!"Ill - - , ' FS - EG -25 0 25
COLDWAJER CANON PR - STA; 41 +oo
SCALE: HORIZ. 1"=20", VERT. 1"=10"
475
470
468
490
4ll5
4ll0
478
515
510
508
560
555
550
54ll
605
600
595
592
470 +--+-t-+--+--+-f-+--+-t-+--+--+ 470
468 468
-25 0 25
COLDWAJER CANON PB - STA; 18±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
495 +--+--+--+---+--+-+--tl-f--+-- 1 +--+--+ 495
,.Ii·, 12.,5• 12.15'1 ,Jo,
i--i-_ ,T, ., nJ: 11_ .. .... 1_ I
490 11__,f=~~~~~~-;:~~~, ~ ~=-=t 49□
t--+--+---+----t-F-s+-W- k- B EG
485 +--+---+----t-+--+---+--+I-t--+--+---+--+ 4ll5
482 4ll2
520
515
512
565
560
558
610
605
602
-25 0 25
COLQWAJER CANON PB - STA; 21:+00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
. I 1~.2·~ I

18.~'± '
_L .9 J I
-.... 0.66:C: I
I \

FS - - EG
-25 0 25
COLQWAJER CANON PB - STA; 30±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
, I 1l ' 48 ' 18.4'±
' '
IJ__JAiJ I I , 0.64'1: I
I I ~ FS - ~"
-25 0 25
COLQWAJER CANON PB - STA; 36±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
I ,W •-. l ._J_
' • '
lf-=1 I I
r - LI J:99:\1 3~35 ,- -
• I FS I_J 7 EG
-25 0 25
COLQWAJER CANON PB - STA; 42+00
SCALE: HORIZ. 1"=20", VERT. 1"=10"

TWO WORKING DAYS BEFORE YOU DIG
520
515
512
565
560
558
610
605
602
s
EG
470 +--+-t-+--+--+--,f-+--+-t-+--+--+ 470
468 468
495
490
488
530
525
520
518
575
570
565
562
615
610
608
-25 0 25
COLDWAJER CANON PB - STA; 19±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
1i 1·, 18.:.l'± .

I I I I f-- - 0.,12:C: _cL._99'1: I
I
FS - ~u
-25 0 25
COLQWAJER CANON PR - STA; 25+00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
1~.4'±; 18.4'±
'
J~ J 1 L36% -
I
FS ' _J - EG
-25 0 25
COLDWAJER CANON PB - STA; 31 ±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
. 11.o·:j . 18.il-±
I _ I•• I L a..l1ii: I
\

FS - - EG
-25 0 25
COLQWAJER CANON PB - STA; 37±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
' -~
,, . q.1 . 18.1 ±
' I I I I I ·2-.2-2 . 2, 8,~ - ~
j i I
FS ....J 7 EG
-25 0 25
COLQWAJER CANON PB - STA; :13±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
495
490
4ll8
530
525
520
518
575
570
565
562
615
610
608

SCALES AS SHOWN
F.B. NO. PAGE
480
475
472
500
495
492
535
530
528
580
575
572
620
615
612
TO
s.sI -~
I
-25 0 25
COLQWAJER CANON PR - STA; 20+00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
I ,7 ·- - 11~::C
' I I
- -- -1 ,79,C: , 1.87'1: " I ~ f- -
c, A 7'- EG
-25 0 25
COLQWAJER CANON PR - STA; 26+00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
,i,3•,j I

18.4'± .

I I I I I I = -- -0_._8_2,i ~1.;1,.1,i
\ I . FS - EG
-25 0 25
COLQWAJER CANON PB - STA; 32±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
' 1"7i-2·~ 18.~'± '
_11= 48,!; J I ,_ - -· c....-._ ,•-- ;-0.66'1:

FS __,I I I
I EG
-25 0 25
COLQWAJER CANON PB - STA; 38±00
SCALE: HORIZ. 1"=20", VERT. 1"=10"
. 17. ,. 3•~ . 18.r±
'
I _I J. -~.821' j 3.J.1.'1: I
I I
FS ~
I EG
-25 0 25
COLQWAJER CANON PB - STA; ++tOO
SCALE: HORIZ. 1"=20", VERT. 1"=10"
4ll0
475
472
500
495
492
535
530
528
580
575
572
620
615
612
COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT

CROSS-SECTIONS
,.- Cannon O<SIGNCO AJS OATe 5/21/2024
CRAWN NS/ALM OATe 5/21/2024
sue1.11TTED Sam er Elayyan. P .E. DATE 5 15 2024
THESE DRAWINGS ARE INS1RUl.4ENTS OF SERVICE AND ARE THE PROPERTY OF CANNON. ALL DESIGNS AND INFCF!MATION 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.

CHCCKCO JE OATS 5/21/2024
6/18/24 ADDENDUM NO. 2 AJS
OATe REVISION BY
APPROVED Daren Grilley, P.E. PT0E
JOB NO. 2217
SHEET NO. 21 OF 26 SHEETS
DRWG.

NO.

DATE 5 15 2024
7175

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
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 '!?,
C
0 .c
~
C
C
:::;
a_
"'
Ol "' ..
0 0
0 0
(/)
u
.,.,
~
...
0 C'J
C'J
w
~
~
9-"' "' ,.

Cl
625
620
618
660
655
650
648
690
685
682
rt.2·:il 18.8'±
I -1L9o~ ., _16% =-' =-=
I I
""I - EG
-25 0 25
CQLPWAJER CANON PR - SIA; 45+00
SCALE: H0RIZ. 1•-20", VERT. 1•-10•
1J.s·:il~ 18.J'±
I J,.l I _0 I __ I - - I ' FS· .J - EG
-25 0 25
CQLPWAJER CANON PR - STA; 51 +oo
SCALE: H0RIZ. 1•-20", VERT. 1•-10•
. I 1~.3'~ 119.$'±
I _I l -0.~2% -!1,.08% ~
\
FS ,~ - EG
-25 o 25
CQLPWAJER CANON PR - SIA; 51±00
SCALE: H0RIZ. 1"-20", VERT. 1•-10•
625
620
618
660
655
650
648
690
685
682
630
625
622
665
660
655
652
695
690
688

11.r:il 18.4'±
I I -2.08,I; I I ~ r- 2.55% I - , \ I
• 7 EG
-25 0 25
CQLPWAJER CANON PR - SIA; 48+00
SCALE: H0RIZ. 1•-20•, VERT. 1•-10•
' 1~.8-~ 19.~'±
I ,I .. ~ I
- -0.43%
- ' \
FS _J L EG
-25 0 25
CQLPWAJER CANON PR - SIA; 52+00
SCALE: H0RIZ. 1•-20•, VERT. 1•-10•
. I q.o·,i; 119.~'±
- 4.13% -1.85% ,.., "" -
1-. J ITT
I I
-25 o 25
CQLPWAJER CANON PR - SIA; 58+00
SCALE: H0RIZ. 1•-20•, VERT. 1•-10•
630
625
622
665
660
655
652
695
690
688
635
630
628
670
665
660
658
700
695
692
q.5":lj 18.~±
- - I -~.05 >--2,29% I - -~- ••
' '\. EG
-25 0 25
CQLPWAJER CANON PB - STA; 41+00
SCALE: H0RIZ. 1•-20•, VERT. 1•-10•
1~.s·~ 19.~'±
I ' -1.Q8% - -4.41l', - c- -
cs I_/ "\_ E.G
-25 0 25
CQLPWAJER CANON PB - STA; 53+00
SCALE: H0RIZ. 1•-20•, VERT. 1•-10•
I 1~.9 7 119-?±
- -- tas~ -1.45% ,.- -rL
FS I_J '- . er
-25 o 25
CQLPWAJER CANON PB - STA; 59±00
SCALE: H0RIZ. 1•-20•, VERT. 1•-10•
635
630
628
670
665
660
658
700
695
692
640
635
632
675
670
668
705
700
698
1 ~-5 :1j 118.~±
-- I -4-11% >--3.27% I -- - -'
FS _J \._ EG
-25 0 25
CQLPWAJER CANON PB - STA; 48+00
SCALE: H0RIZ. 1•-20•, VERT. 1•-10•
I I
'"':''o .. '"•'l' :c •
I I
-- - 3,39$ -1.:}5% 1_ - -
I FS 1-1 1 r'- EG
-25 0 25
CQLPWAJER CANON PB - STA; 54+00
SCALE: H0RIZ. 1•-20•, VERT. 1•-10•
' I q.o·~ 119.f±
-1. I - -3, -z.,-nx. ,.- - - •
FS 1-1 L EG
-25 o 25
CQLPWAJER CANON PB - STA; §Q+QQ SCALE: H0RIZ. 1•-20•, VERT. 1•-10•

TWO WORKING DAYS BEFORE YOU DIG
640
635
632
675
670
668
705
700
698
645
640
638
680
675
672
710
705
702
' I q.1 :lj 118.~±
~-· I - •' I -,. 11;,t, ,--- - •
FS _J L EG
-25 0 25
CQLPWAJER CANON PB - STA; 49+00
SCALE: H0RIZ. 1•-20•, VERT. 1•-10•
I 1J.8·:i! rnJ±
tt22i -r! 1%
·- -- - I > I - I I F ~ __J I+ El
-25 0 25
COLPWAJER CANON PB - STA; ss+OO
SCALE: H0RIZ. 1•-20•, VERT. 1•-10•
' I 1~.9 7 118.!! ±
-, - L' - r -
FS __J ' ~ EG
-25 o 25
COLDWATER CAN<l,I PR - SIA; 61±00
SCALE: H0RIZ. 1•-20•, VERT. 1•-10•
645
640
638
680
675
672
710
705
702
650
645
642
685
680
678
• 1ey.8 ~ 18.~ ±
-- ' -,. - - I l
FS _J L EG
-25 0 25
CQLPWAJER CANON PB - SIA; so+OO
SCALE: H0RIZ. 1•-20•, VERT. 1•-10•

14.9':J\ 19.$'±
- ,86 . 4 • . 5% - - r r I
FS __, L EG
-25 0 25
COLPWAJER CANON PB - SIA; 58+00
SCALE: H0RIZ. 1•-20•, VERT. 1•-10•
650
645
642
685
680
678
COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT

CROSS-SECTIONS

SCALES AS SHOWN
,.- Cannon
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.

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. 22 OF 26 SHEETS
DRWG.

NO.

CITY OF BEVERLY HILLS, CALIFORNIA

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

MATCHLINE - STA: 23+00 SEE ABOVE
MATCHLINE - STA: 23+00

SEE BELOW
!2,
C:
0 .c:
~
C:
0 ::;;
Q_
"' N
<i:i
0 c'-J
..,_
N
I
co
~
I "'
;, "'
-0
N. BEVERLY DRIVE
/ @
INSTALL CON~ ENTAL ®~ @ CROSSWALK PER CITY OF OF '1>

INSTALL LIMIT LINE PER

CITY OF BEVERLY HILLS
STD. DET. BH-602.

INSTALL PAINTED MEDIAN

ISLAND PER CAL TRANS
STANDARD A20B DETAIL 29
FROM STA: 14+90 TO STA:
28+00
•
•
0 0
BEVERLY HILLS STD. DET. ~
£..:----Y':!:~2 ~
.:,----
© ~ ~
---- .@
1 INCH = 40 FEET
40 INCH = 40 FEET
80 BO
16+00
23+00
ADDRESS:
1111

INSTALL PAINTED MEDIAN

ISLAND PER CAL TRANS
STANDARD A20B DETAIL 29
FROM STA: 14+90 TO STA:
28+00
- - •
1,
\ \
\ \
\\
\ \
\ \
_j\

24.,.oo
••
18+00
I
•
ADDRESS:
1100
I ADDRESS:
1100

INSTALL RIGHT EDGE LINE PER
CALTRANS STANDARD A20B
DETAIL 27B WITH 6" WHITE
DIAGONAL STRIPES AT A 45"
ANGLE, 50' ON CENTER
---- -------- -

COLDWATER CANON DRIVE STRIPING PLAN
SD
ADDRESS:
1115
SCALE: 1"=40'
RIM = 492.B'B~>IL.l!....,
INV= 485.9'
36" RCP - NORTH
12" CSP - NORTHWEST
36" RCP - SOUTH
DRY/ABANDONED?

INSTALL RIGHT EDGE LINE PER
CALTRANS STANDARD A20B
DETAIL 278 WITH 6" WHITE
DIAGONAL STRIPES AT A 45"
ANGLE, 50' ON CENTER
I
I
I
I
I
I
I
I
I
ADDRESS:
1119

INSTALL RIGHT EDGE LINE PER
CALTRANS STANDARD A20B DETAIL
27B. TRANSITION FROM 5.25" TO 7.5'

TO MATCH THE COLDWATER CANON

DRIVE MARKING DESIGN PLANS
I
R = 40.00'
ADDRESS:
1118
27t,DD

COLDWATER CANON DRIVE STRIPING PLAN
SCALE: 1"•40'

TWO WORKING DAYS BEFORE YOU DIG
~ <1.,.00
--
----
ADDRESS:
1114
-
--
-
----
\
\
\
\
\
\
6" WHITE !ID LINE PER COLDWATER CANON DRIVE

MARKING SIGN PLANS
6" YELLOW SOL LINE PER
COLDWATER CA':I_ON DRIVE
MARKING OESh,N PLANS.

ADDRESS:
1125
;;--.....__
\
\
ADDRESS:
1114
STA: 2i\+6s.oo

END TRA SITION

BEGIN STRIPING PER COLD ATER
\

CANON DRIVE MARKING NS
\
\
\ \
\ \
,
- ~ TRANSITION FROM PAINTED
._aH::' MEDIAN ISLAND TO 6" YELLOW

SOLID LINE PER COLDWATER

CANON DRIVE MARKING DESIGN
PLANS. L=100
ADDRESS:
1126
6" WHITE SOLID LINE PER

COLDWATER CANON DRIVE

MARKING DESIGN PLANS
,
,.- Cannon
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

GENERAL STRIPING NOTES

1. ALL EXISTING STRIPING, UNLESS OTHERWISE SHOWN, TO BE REPLACED IN KIND PER COLDWATER CAl',lON DRIVE MARKING DESIGN PLANS. SEE APPENDIX D OF 'THE PROJECT SPECIFICATIONS.

2. 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.

COLDWATER CAl'10N

ROADWAY REHABILITATION PROJECT
COLDWA:i ER CARON DRIVE 81 RIPING PLAN
14•1DT028 IID
C<SIGNEC AJS CATe 5/21/2024
CRAWN NS/ALM CATe 5/21/2024
sueM1TTED Sam er Elayyan. P .E. DATE 5 15 2024
CHECKEC JE CATE 5/21/2024
6/18/24 ADDENDUM NO. 2 AJS
CATe REVISION BY
APPROVED Daren Grilley. P.E. PT0E
JOB NO. 2217
SHEET NO. 22-A OF 26 SHEETS
DRWG.

NO.

DATE 5 15 2024
7175

CITY OF BEVERLY HILLS, CALIFORNIA

PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION
CIVIL Exp.

DATE: 05/03/24 22175 7175 Samer Elayyan, P.E. Daren Grilley, P.E. PTOE 5/16/2024 5/16/2024 23 7175 -
er,
C
2 r
0 -
r-c;
-
Cl
I'
I
,c
c,
I
Ii)
C'
:]_)
=
I
C__:

C
;i.1
,-.
~lJ
er,
-,
~:

GENERAL NOTES:

1. ALL SIGNING AND STRIPING SHALL CONFORM TO THE LATEST EDITION OF THE CA MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (CA MUTCD) AND THE LATEST EDITION OF THE CALTRANS STANDARD PLANS AND SPECIFICATIONS.

2. EXISTING PAVEMENT MUST BE SWEPT CLEAN OF DEBRIS AND LOOSE GRAVEL PRIOR TO PAINTING.

3. SIGN LOCATIONS ARE APPROXIMATE. FINAL LOCATIONS TO BE DETERMINED IN THE FIELD BY THE ENGINEER

4. ALL PAVEMENT MARKING AND STRIPING LAYOUT (CAT-TRACKING) SHALL BE DONE BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO PLACEMENT.

5. ACCESS TO ALL PRIVATE PROPERTIES SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS AND OCCUPANTS WITHIN 1,000' OF WORK ZONE OF PLANNED LANE AND ROAD CLOSURES AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF WORK.

6. THE PARKING OF ANY CONSTRUCTION-RELATED VEHICLES OR STORAGE OF ANY MATERIAL IS NOT ALLOWED ON A PUBLIC STREET OR SIDEWALK UNLESS APPROVED IN ADVANCE BY THE CITY ENGINEER.

7. ANY TRAFFIC STRIPING, PAVEMENT MARKINGS, PAVEMENT SURFACE, ETC. DAMAGED OR DESTROYED BY CONTRACTOR'S WORK SHALL BE REPLACED BY CONTRACTOR TO SATISFACTION OF THE CITY ENGINEER AT CONTRACTOR'S SOLE EXPENSE.

8. SIGNS SHALL BE A MINIMUM OF 7' FROM TOP OF SIDEWALK (OR TOP OF CURB) IN ACCORDANCE WITH MUTCD SECTION 2A.18.

9. ALL WARNING SIGNS, INCLUDING ANY SUPPLEMENTAL PLAQUES SHALL BE FLUORESCENT YELLOW-GREEN BACKGROUND WITH A BLACK LEGEND AND BORDER UNLESS OTHERWISE NOTED.

10. ALL PAVEMENT MARKINGS AND STRIPING SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. 11. ALL RECTANGULAR RAPID FLASHING BEACONS (RRFB'S) SHALL BE DUAL-SIDED.

PROJECT NOTES (THIS SHEET ONLY):

OJ
IT]
QJ
[TI
[]]
[]]
INSTALL WHITE THERMOPLASTIC YIELD LINE ("SHARK TEETH") AS SHOWN, PER CALTRANS STANDARD PLAN A24E. INSTALL 10-FOOT WIDE HIGH VISIBILITY CONTINENTAL CROSSWALK PER CITY OF BEVERLY HILLS STANDARD DRAWING BH-602.

INSTALL NEW TYPE IV (L) ARROW PER CALTRANS STANDARD PLAN A24E.

SEE CIVIL SHEETS FOR DESIGN DETAILS AND DIMENSIONS OF PROPOSED CURB RAMPS, SIDEWALK, MEDIAN AND CURB GEOMETRY.

INSTALL 6" YELLOW DIAGONAL AT 5' O.C. AND AT 45 DEGREES TO DIRECTION OF TRAVEL, PER CA MUTCD 38.24.

FURNISH AND INSTALL Bl-DIRECTIONAL RECTANGULAR RAPID FLASHING BEACON (RRFB) AND ALL ASSOCIATED SIGNS AND EQUIPMENT ON POLE A AS SHOWN, AND PER DETAIL 'A', SHEET RRFB-4. ALL NECESSARY WIRING AND CONNECTIONS SHALL BE PROVIDED PER THE MANUFACTURER SPECIFICATIONS.

FURNISH AND INSTALL Bl-DIRECTIONAL RECTANGULAR RAPID FLASHING BEACON (RRFB) AND ALL ASSOCIATED SIGNS AND EQUIPMENT ON POLE B AND MAST ARM AS SHOWN, AND PER DETAIL 'B', SHEET RRFB-4. ALL NECESSARY WIRING AND CONNECTIONS SHALL BE PROVIDED PER THE MANUFACTURER SPECIFICATIONS.

FURNISH AND INSTALL NEW R4-7(R) SIGN ABOVE TYPE OM 1 -3 OBJECT MARKER ON NEW SIGN POST.

TREE REMOVAL BY OTHERS.

FURNISH AND INSTALL NEW R1 -5 SIGN ON NEW SIGN POST.

REMOVE AND SALVAGE EXISTING STREETLIGHT CONDUCTORS. INSTALL 2#8 (LIGHTING), 1 #8 (GROUND).

SPLICE NEW TO EXISTING CONDUCTORS.
1sc1 INSTALL PULL BOX IN EXISTING CONDUIT RUN.
lcsl 1NsTALL coNDu1T 1NT0 Ex1ST1NG PULL sax.

LEGEND:

EXISTING TYPE IV (L)/(R) PAVEMENT ARROW EXISTING ROADSIDE SIGN

INSTALL NEW ROADSIDE SIGN INSTALL NEW TYPE IV (L)/(R) ARROW

INSTALL NEW PAVEMENT DELINEATION DETAIL NUMBER
-j CONFORM TO EXISTING STRIPING DETAIL

R/C EXISTING RED CURB

R/W EXISTING RIGHT OF WAY
·,
' ' )·J-...: EXISTING STREETLIGHT TO REMAIN (UNLESS OTHERWISE NOTED) ;,.. --<
SIGN LEGEND:

R1-5 R4-7(R) OM1 -3
36" X 36" 24" X 30"' 18" X 18"
W11-2
36" X 36"
W16-7P
2411 X 12"
EXIST. 2"C, 2#8 (LIGHTING),
1 #8 (GROUND)
1 o·
--
R/W
I
I
I
I
I
I
I
I
I
N-3 '-
SC CB

LOCATION
0 @
TYPE
15TS
19-2-100

STANDARD

POLE HEIGHT LUMINAIRE MAST ARM
30' 12' 30' 12'
SC BC

5.5'
86 LF
R/C
INSTALL 2"C, 2#8 (LIGHTING),
1 #8 (GROUND)

POLE AND EQUIPMENT SCHEDULE
APS

SIGNAL MAST ARM ARROW
-
25'
'I I

10.5'
1 o·
·~ ,:~
• , cc~ - R/C
R/W
-~-
I
jJ'_,
I I

SPECIAL REQUIREMENTS
CONTRACTOR TO FURNISH AND INSTALL RRFB ASSEMBLY, SIDE-MOUNT CABINET, W11-2 AND W16-7P SIGNS, AND APS ASSEMBLY AS SHOWN ON DETAIL 'A', SHEET RRFB-4.

CONTRACTOR TO FURNISH AND INSTALL RRFB ASSEMBLY, SIDE-MOUNT CABINET, W11-2 AND W16-7P SIGNS AND APS ASSEMBLY AS SHOWN ON DETAIL 'B', SHEET RRFB-4. liT
F
-====-=====:::::::::::::======~--' ;,
,
---- DRIVE
I I
I
I I
EXIST. 2"C, 2#8 (LIGHTING),
1 #8 (GROUND)
Li 1 1

PROPOSED PLAN
1 "=20'

UNDERGROUND STRUCTURES

ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE

RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING

THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD

UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.

TC
FEHRk PEERS
BN CC C 05/02/2024
Suits ·::=,.sc
IT R & ~ems, ITS [\ffLOYTS, ITS :=:,-1crns o, :\G[\ TS S l;\_L ~C·T (IC:r'C:~IS nl I IOR Tl Ii ACO.RA::::Y ,JR C'.:f,11' ITlf>JISS o- II IC:T:"J~IC Cc";ITS ::::1 T--IIS rLi'.I~ SHEESR cs x-c 05/02/2024 cc~a 05/02/2024 I
~~-z_:-.... _
I
2C C 2J
1" = 21:'

COLDWATER CANON

ROADWAY REHABILITATION PROJECT

COLDWATER CANON DRIVE

RRFB & CROSSWALK LIGHTING PLAN

COLDWATER CANON DRIVE & MONTE CIELO DRIVE
DF 26 SHC:ETS
CITY OF BEVERLY HIU.S, CALIFORNIA
F'LD_ C \!-/OR-<3
40 CIVIL Exp.

DATE: 05/03/24 22175 7175 Samer Elayyan, P.E. Daren Grilley, P.E. PTOE 5/16/2024 5/16/2024 24 7175 ~;
~-)
~·)
"'
= r
( __ ;
"
Cl
,,
I
,r
c,
I
Ii)
C'
:]_)
=
I
C__:
r
;i.1
,-,
~lJ er,
-,
~: