West_Calabasas_Road_Roundabout_Project_Plans.pdf

Agoura Hills

Calabasas

Hidden Hills Los Angeles

Malibu

P A C I F I C O C E A N

PROJECT

UNINCORPORATED

LOS ANGELES

COUNTY

CITY OF

CALABASAS

W Calabasas Road

Ca la ba sa s

PROJECT

Park way

Mureau Road

CITY OF HIDDEN HILLS

LOCATION MAP

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

GENERAL NOTES

1. ALL WORK SHALL CONFORM TO THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC), CALTRANS

STANDARD SPECIFICATIONS (LATEST EDITION) AND ALL "STANDARD PLANS" AND "SPECIAL PROVISIONS" REFERENCED.

2. BEFORE WORK CAN BE STARTED, THE CONTRACTOR MUST OBTAIN AN ENCROACHMENT PERMIT TO WORK WITHIN THE EXISTING PUBLIC

RIGHT-OF-WAY FROM THE CITY PUBLIC WORKS DIVISION, 100 CIVIC CENTER WAY, CALABASAS, CA 91302.

3. ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE PER CURRENT CITY OF CALABASAS STANDARDS, POLICIES, CODES, AND PERMIT

REQUIREMENTS, AND SHALL BE DONE UNDER THE INSPECTION OF, AND TO THE SATISFACTION OF THE CITY ENGINEER. APPLICATION FOR INSPECTION BY THE CITY OF CALABASAS SHALL BE MADE BY THE CONTRACTOR AT LEAST TWENTY-FOUR (24) HOURS BEFORE THE SERVICES THEREOF WILL BE REQUIRED. PLEASE CONTACT THE CITY OF CALABASAS PUBLIC WORKS DEPARTMENT AT (818) 224-1600.

4. NO DEVIATION OR CHANGES FROM THESE PLANS SHALL BE MADE UNLESS A CHANGE ORDER IS PROCESSED AND APPROVED BY THE CITY

ENGINEER.

5. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM

INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC.

6. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL WORK IN CONNECTION WITH HIS CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS TO

ADJACENT PROPERTIES AT ALL TIMES.

7. ALL CONTRACTORS AND SUBCONTRACTORS DOING WORK WITHIN CITY LIMITS SHALL POSSESS A VALID CONTRACTOR'S LICENSE.

8. CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY AND TRAFFIC CONTROL. CONTRACTOR SHALL COMPLY WITH MINIMUM PUBLIC

SAFETY REQUIREMENTS FOR OPEN EXCAVATIONS, AND CAL/OSHA SAFETY REQUIREMENTS.

9. CONTRACTORS SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS, AND SHALL REPORT ALL DISCREPANCIES TO THE CITY ENGINEER

PRIOR TO COMMENCING WORK.

10. THE CONTRACTOR SHALL HAVE EXISTING SURVEY MONUMENTS LOCATED AND REFERENCED BY OR UNDER THE DIRECTION OF A

LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER PRIOR TO STARTING CONSTRUCTION ON ANY STREET OR HIGHWAY. A CORNER RECORD OF THE REFERENCES SHALL BE FILED WITH THE COUNTY SURVEYOR. ALL MONUMENTS SHALL BE RESET IN THE SURFACE OF THE NEW CONSTRUCTION. A SUITABLE MONUMENT BOX SHALL BE PLACED THEREON IN ACCORDANCE WITH LOS ANGELES COUNTY REQUIREMENTS. PERMANENT WITNESS MONUMENTS SHALL BE SET TO PERPETUATE THEIR LOCATION AND A CORNER RECORD SHALL BE FILED WITH THE COUNTY SURVEYOR PRIOR TO ACCEPTANCE OF THE STREET IMPROVEMENTS. THE CITY OF CALABASAS WILL NOT BE RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH THIS WORK AND THEY SHALL BE PAID BY THE DEVELOPER/CONTRACTOR.

11. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES WHETHER SHOWN OR NOT SHOWN ON THESE DRAWINGS.

THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS. ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. UTILITY TRENCH IN THE TRAVELED WAY SHALL BE COVERED WITH STEEL PLATES

INSTALLED PER THE PUBLIC WORKS POLICY NO. 104.

12. ALL CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 6:00 PM, MONDAY THROUGH FRIDAY.

12.1. RESTRICTED WORK HOURS PROVISIONS APPLY DURING THE LAS VIRGENES UNIFIED SCHOOL DISTRICT'S SCHOOL YEAR - 7:30 AM TO

4:30PM.

13. IMPORTANT NOTICE - SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE

ANY "PERMIT TO EXCAVATE" TO BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT TOLL FREE AT 811, TWO (2) WORKING DAYS BEFORE YOU DIG.

14. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE IN EFFECT AT ALL

TIMES.

15. THE CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM

THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL APPLICABLE PERMITS AND PAYING ANY RELATED FEES.

17. IF WORK IS TO BE DONE WITHIN A STATE RIGHT-OF-WAY, A PERMIT MUST BE OBTAINED FROM THE STATE OF CALIFORNIA, DIVISION OF

HIGHWAYS, 120 SOUTH SPRING, LOS ANGELES, CA.

18. THE CONTRACTOR SHALL PROVIDE FOR DRAINAGE CONTROL IN ALL ASPECTS OF THE WORK.

19. THE CONTRACTOR SHALL VERIFY ALL SITE UTILITIES, STRUCTURE LOCATIONS AND APPLICABLE AGENCY STANDARDS PRIOR TO

COMMENCING WORK ON THOSE UTILITIES. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR, UTILITY OWNER AND THE PROJECT

MANAGER OF ANY AFFECTED UTILITIES SEVEN (7) DAYS PRIOR TO COMMENCING WORK.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ALL GRADE STAKES UNTIL AUTHORIZED BY THE SURVEYOR TO REMOVE.

21. THE CONTRACTOR SHALL PROTECT ALL AREAS DISTURBED DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT METHOD OF

PROTECTION TO THE CITY ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK.

22. WHEN TUNNELING UNDER EXISTING CONCRETE CROSS GUTTER, CURB AND GUTTERS, AND SPANDRELS, THE BACKFILL SHALL BE 1-1/2

SACK SAND SLURRY (NO EXCEPTIONS).

23. ALL UNDERGROUND UTILITIES AND SERVICE LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, GUTTERS, SIDEWALKS, AND PAVING UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER.

24. ALL TRENCH WORK SHALL BE IN CONFORMANCE WITH PUBLIC WORKS POLICY NO. 106 UNLESS OTHERWISE DIRECTED BY THE CITY

ENGINEER.

25. THE CONTRACTOR SHALL VERIFY ALL JOIN ELEVATIONS PRIOR TO THE REMOVAL OF PAVEMENT, CURB, GUTTER, SIDEWALK AND/OR SLOPE

GRADING. ANY DISCREPANCIES SHALL BE REPORTED TO THE CITY ENGINEER PRIOR TO REMOVALS WITHIN THE AREA OF DISCREPANCIES.

26. ALL MATERIAL SHALL BE INSPECTED AND ACCEPTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO BEING USED FOR CONSTRUCTION. THE

CITY INSPECTOR HAS THE AUTHORITY TO REJECT THE USE OF MATERIALS WHICH ARE DAMAGED OR NOT IN COMPLIANCE WITH PLANS OR

SPECIFICATION.

27. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE SURVEYED AS-BUILT PLANS TO THE CITY ENGINEER PRIOR TO ACCEPTANCE OF THE

WORK.

28. THE CONTRACTOR SHALL HAVE AN APPROVED TRAFFIC CONTROL PLAN ONSITE AT ALL TIMES.

CAUTION: UNDERGROUND STRUCTURES

ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR THOSE SHOWN ON RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE DEVELOPER/CONTRACTOR, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, UNDERSTANDS THAT THEY AGREE TO ASSUME LIABILITY, AND AGREE TO HOLD THE UNDERSIGNED HARMLESS FOR ANY LIABILITY FOR DAMAGE RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE 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 PROCEEDING WITH WORK.

SHEET INDEX

SHEET

NO. SHEET ID DESCRIPTION

1 TO 2 G-1 TO G-2 TITLE SHEET AND GENERAL NOTES

3 TO 4 DM-1 TO DM-2 DEMOLITION AND UTILITY DISPOSITION PLAN

5 U-1 UTILITY RELOCATION PLAN

6 X-1 TYPICAL SECTIONS

7 TO 12 C-1 TO C-6 STREET IMPROVEMENT PLAN AND PROFILES

13 TO 17 CD-1 TO CD-5 CONSTRUCTION DETAILS

18 TO 20 GR-1 TO GR-3 GRADING PLAN

21 TO 22 D-1 TO D-2 DRAINAGE PLAN

23 TO 30 RT-1 TO RT-8 RETAINING WALL PLAN

31 TO 32 SS-1 TO SS-2 SIGNING AND STRIPING PLAN

33 TO 36 SL-1 TO SL-4 STREET LIGHTING PLAN

37 TO 46 LC-1 TO LD-3 LANDSCAPING PLAN

47 TO 51 SC-1 TO SC-5 STAGE CONSTRUCTION PLANS

TITLE SHEET, LOCATION MAP, GENERAL

NOTES, AND SHEET INDEX G-1

STREET IMPROVEMENT PLANS

West Calabasas Road Improvements Project Specification No. 2025-19

REVISIONS

No. DESCRIPTION REVISED

BY:

APPROVED

BY: DATE PUBLIC WORKS DEPARTMENT

PREPARED FOR:

100 CIVIC CENTER WAY

CALABASAS, CA 91302

PHONE 818.224.1600 FAX 818.225.7338

WWW.CITYOFCALABASAS.COM

SHEET

DESIGNED BY:

DRAFTED BY:

CHECKED BY:

WEST CALABASAS ROAD

IMPROVEMENTS PROJECT

OF 51

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S. POTTS

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RECORD DRAWING

I HEREBY CERTIFY THAT THE WORK SHOWN ON DRAWING No. X THROUGH DRAWING No. X , MARKED AS "RECORD DRAWING", HAS

BEEN CONSTRUCTED IN CONFORMANCE WITH LINES AND GRADES

AS SHOWN ON SAID PLANS, DRAWINGS, REFERENCED

SPECIFICATIONS, AND APPROVED CHANGE ORDERS, AS INDICATED

IN THE REVISION BLOCK.

NAME INSPECTOR

SIGNATURE DATE

CURTIS CASTLE, P.E.

CITY ENGINEER / PUBLIC WORKS DIRECTOR DATE

ACCEPTED FOR CONSTRUCTION

DIAL TOLL FREE AT LEAST TWO

WORKING DAYS BEFORE YOU DIG

Know what's below.

Call before you dig.

UNDERGROUND SERVICE ALERT

OF SOUTHERN CALIFORNIA SIGNED

02/25/2026

100 E. Thousand Oaks Blvd., Suite 105, Thousand Oaks, CA 91360 805-692-6921 | www.mnsengineers.com

M. YANEZ

STATE OF CA L I FORN I A

Sam L Potts No. 92519

CIVIL ENGINEER

Exp 9/30/27

UTILITY CONTACT INFORMATION

UTILITY CONTACT

AT&T DISTRIBUTION CATHY HURTADO

510-645-2929

MA2797@ATT.COM

CITY OF CALABASAS

LUIS HERNANDEZ

100 CIVIC CENTER WAY

CALABASAS, CA 91302

818-224-1684

JHERNANDEZ@CITYCALABASAS.COM

CRIMSON PIPELINE LP

CORDELIA CISNEROS

3760 KILROY AIRPORT WAY

SUITE 300, LONG BEACH, CA

90806

562-285-4133

LANDDEPARTMENT@CRIMSONPL.COM

LAS VIRGENES

MUNICIPAL WATER

DISTRICT

MIKE HAND

4232 LAS VIRGENES ROAD

CALABASAS, CA 91302

818-251-2139

MHAND@LVMWD.COM

MCI (VERIZON)

CHARLES SCHERO

3301 MATRIX DR SUITE 100

RICHARDSON, TX 75082

732-335-5588

ASG.INVESTIGATIONSTEAM@ASGINC.US

SOCAL GAS

TRANSMISSION

(VENTURA)

NERSES PAPAZYAN

9400 OAKDALE AVE

CHATSWORTH, CA 91311

818-701-4546

SOCALGASTRANSMISSIONUTILITYREQUEST

@SEMPRAUTILITIES.COM

SOCAL GAS

DISTRIBUTION

(CANOGA)

JASON SUM

701 N BULLIS ROAD ML 9530

COMPTON, CA 90221

310-687-2011

NORTHWESTDISTRIBUTIONUTILITYREQUEST

@SEMPRAUTILITIES.COM

CHARTER

COMMUNICATIONS

(SPECTRUM)

ASHLEY MARCOLETTE ASHLEY.MARCOLETTE@CCISYSTEMS.COM

SCE TRANSMISSION

GEORGE PEREZ

14005 S BENSON AVE, CHINO,

CA, 91710

805-559-9913

GEORGE.PEREZ@SCE.COM

SCE DISTRIBUTION

RYAN SLIDER

14005 S BENSON AVE, CHINO,

CA, 91710

805-233-2559

RYAN.SLIDER@SCE.COM

tleger Curtis Castle Signature tleger Text Box 3/9/26

PROJECT LEGEND

EXISTING OVERHEAD UTILITY

EXISTING GAS

EXISTING SANITARY SEWER

EXISTING POTABLE WATER

EXISTING RECLAIMED WATER

EXISTING STORM DRAIN

EXISTING TRAFFIC SIGNAL CONDUIT

EXISTING COMMUNICATIONS

GUARDRAIL

CUT / FILL

SWALE FLOWLINE

COLD MILL AND OVERLAY LIMITS

GRADE BREAK

RETAINING WALL

EXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

FENCE

SAWCUT LINE

JOINT TRENCH (RELOCATED UTILITIES)

TRAFFIC SIGNAL INTERCONNECT (RELOCATED)

SURVEY MAPPING INFORMATION,

LEGEND, ABBREVIATIONS G-2

REVISIONS

No. DESCRIPTION REVISED

BY:

APPROVED

BY: DATE PUBLIC WORKS DEPARTMENT

PREPARED FOR:

100 CIVIC CENTER WAY

CALABASAS, CA 91302

PHONE 818.224.1600 FAX 818.225.7338

WWW.CITYOFCALABASAS.COM

SHEET

DESIGNED BY:

DRAFTED BY:

CHECKED BY:

WEST CALABASAS ROAD

IMPROVEMENTS PROJECT

OF 51

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S. POTTS

M. IP

RECORD DRAWING

I HEREBY CERTIFY THAT THE WORK SHOWN ON DRAWING No. X THROUGH DRAWING No. X , MARKED AS "RECORD DRAWING", HAS

BEEN CONSTRUCTED IN CONFORMANCE WITH LINES AND GRADES

AS SHOWN ON SAID PLANS, DRAWINGS, REFERENCED

SPECIFICATIONS, AND APPROVED CHANGE ORDERS, AS INDICATED

IN THE REVISION BLOCK.

NAME INSPECTOR

SIGNATURE DATE

CURTIS CASTLE, P.E.

CITY ENGINEER / PUBLIC WORKS DIRECTOR DATE

ACCEPTED FOR CONSTRUCTION

DIAL TOLL FREE AT LEAST TWO

WORKING DAYS BEFORE YOU DIG

Know what's below.

Call before you dig.

UNDERGROUND SERVICE ALERT

OF SOUTHERN CALIFORNIA SIGNED

02/25/2026

100 E. Thousand Oaks Blvd., Suite 105, Thousand Oaks, CA 91360 805-692-6921 | www.mnsengineers.com

M. YANEZ

STATE OF CA L I FORN I A

Sam L Potts No. 92519

CIVIL ENGINEER

Exp 9/30/27

ABBREVIATIONS

AC ASPHALT CONCRETE

AV AIR-VACUUM VALVE

BC BEGIN HORIZONTAL CURVE

BCR BEGIN CURB RETURN

BEG BEGIN

BFA BACKFLOW APPARATUS

BO BLOWOFF

BPEA BURIED POST END ANCHOR

BPR BEGIN EDGE OF PAVEMENT RETURN

C CUT

"C" WEST CALABASAS ROAD

CAB CABINET

CB CATCH BASIN

CCI CROWN CASTLE COMMUNICATIONS (NEXTGLAVEN)

C&G CURB AND GUTTER

CHTR CHARTER COMMUNICATIONS

CL CENTERLINE

C&M CURB AND MEDIAN

CMB CRUSHED MISCELLANEOUS BASE

CML&C CEMENT MORTAR LINED AND COATED STEEL PIPE

CMP CORRUGATED METAL PIPE

COMM COMMUNICATIONS

CP CONTROL POINT

CPS CONNECTOR PIPE SCREEN

CSP CONCRETE SEWER PIPE

EC END HORIZONTAL CURVE

ECR END CURB RETURN

EG EXISTING GRADE

EP EDGE OF PAVEMENT

EX EXISTING

F FILL

FH FIRE HYDRANT

FL FLOWLINE

FS FINISH SURFACE

GL GUTTER LIP

GP GUY POLE

HV HIGH VOLTAGE

ICD INSCRIBED CIRCLE DIAMETER

ILTS ALTERNATIVE IN-LINE TERMINAL SYSTEM END

TREATMENT

INV INVERT

JPCP JOINTED PLAN CONCRETE PAVEMENT

JP JOINT POLE

LOL LAYOUT LINE

LT LEFT

LVMWD LAS VIRGENES MUNICIPAL WATER DISTRICT

"M" MUREAU ROAD

MBX MAILBOX

MGS MIDWEST GUARDRAIL SYSTEM

MH MAINTENANCE HOLE (MANHOLE)

MOD MODIFIED

O/C ON CENTER

OH OVERHEAD (UTILITIES)

PCC POINT OF HORIZONTAL COMPOUND CURVATURE

PCC PORTLAND CEMENT CONCRETE

PG PROFILE GRADE

PI POINT OF INFLECTION

P/L PROPERTY LINE

POC POINT OF CONNECTION

PP POWER POLE

PRC POINT OF HORIZONTAL REVERSE CURVATURE

PROP PROPOSED

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

RSP REVISED STANDARD PLAN

RT RIGHT

R/W RIGHT-OF-WAY

SC SAWCUT

SCE SOUTHERN CALIFORNIA EDISON

SCE/D SOUTHERN CALIFORNIA EDISON DISTRIBUTION

SCE/T SOUTHERN CALIFORNIA EDISON TRANSMISSION

SCG SOUTHERN CALIFORNIA GAS COMPANY

SCG/D SOUTHERN CALIFORNIA GAS COMPANY DISTRIBUTION

SCG/T SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION

S/E SLOPE EASEMENT

SFT-M END ANCHOR ASSEMBLY (TYPE SFT-M)

SL STREET LIGHT, STREET LIGHTING

SNS STREET NAME SIGN

SPPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

SPR SPRINT COMMUNICATIONS

SS SANITARY SEWER

SSFM SANITARY SEWER FORCE MAIN

TC TOP OF CURB

TRANS TRANSITION

TSIC TRAFFIC SIGNAL INTERCONNECT

TSF TUBULAR STEEL FENCE

VAR VARIES

VCP VITRIFIED CLAY PIPE

VLT VAULT

VZW VERIZON WIRELESS COMMUNICATIONS

WM WATER METER

WMM WELDED WIRE MESH

WSP WELDED STEEL PIPE

PROJECT SURVEY MAPPING INFORMATION

SURVEY CONDUCTED BY MNS ENGINEERS, INC. 26 OCTOBER 2022

BASIS OF BEARINGS AND MEASUREMENTS

ALL DISTANCES, BEARINGS, AND COORDINATES ARE BASED ON ZONE 5 OF THE CALIFORNIA COORDINATE SYSTEM (CCS), NAD83 (2011), EPOCH

2017.50. THE HORIZONTAL ADJUSTMENT WAS PERFORMED BY UTILIZING 4 CONTINUOUS GLOBAL POSITIONING SYSTEM (CGPS) STATIONS. THE PUBLISHED VALUES FOR THE CGPS STATIONS WERE PROVIDED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC). THE MEASURED DISTANCES FOR THE PROJECT ARE GROUND DISTANCES. GROUND DISTANCES WERE OBTAINED BY DIVIDING THE GRID DISTANCES USING THE

COMBINED FACTOR OF 0.9999278376 CALCULATED AT CONTROL POINT 3.

BASIS OF ELEVATIONS

ELEVATIONS ARE BASED ON A PUBLISHED BENCHMARK PROVIDED BY LOS ANGELES COUNTY PUBLIC WORKS (QUAD 2020). CONTROL POINT 12351 WITH A DESIGNATION OF DY12351 BEING A LEAD & TAG STAMPED “DPW” WITH AN ELEVATION OF 1083.865'. LOCATED IN THE SOUTHERLY

CURB OF CALABASAS RD. 112' EAST OF WESTERLY MOST DRIVEWAY TO BUILDING #24500.

MONUMENT PRESERVATION

CONTRACTOR SHALL LOCATE, PROTECT, AND PRESERVE ALL SURVEY MONUMENTS THAT WILL BE OR MAY BE DAMAGED OR DESTROYED BY

THEIR OPERATIONS.

SURVEY CONTROL POINTS AND FOUND MONUMENTS

POINT

NUMBER NORTHING EASTING ELEVATION DESCRIPTION

1 1877313.53 6360175.22 1149.06 HV-1

2 1877675.02 6360504.33 1133.50 HV-2 MAG AC

3 1877286.65 6360570.76 1140.58 HV-3 12I SPK/FLAG

4 1877426.75 6360985.52 1114.67 HV-4 MAG/SHNR BEG SWS

5 1877608.97 6361301.82 1093.39 HV-5 MAG/SHNR

10 1877391.21 6360914.11 1119.77 CP MAG AC

11 1877364.34 6360857.49 1123.29 CP MAG AC

12 1877324.98 6360748.81 1130.37 CP MAG AC

201 1877268.85 6360334.55 1148.95 MONF LD/NL CNC SWL

202 1877255.32 6360393.14 1154.84 MONF 1I IP/T LA CO ENG DN .7

203 1877254.07 6360348.72 1154.97 MONF 2I IP/T LS 3703 DN .7

204 1877269.93 6360359.29 1148.40 MONF LD/NL CNC SWL

205 1877258.92 6360564.33 1146.76 MONF 2I IP/T LACO DPW DN .3

206 1877260.31 6360660.56 1142.68 MONF 2I IP/T LACO ENGR DN 1.1

207 1877345.40 6360592.69 1137.84 MONF LD/NL TC

209 1877350.81 6360524.22 1139.33 MONF LD/NL TC

210 1877322.73 6360495.35 1142.09 MONF LD/NL TC

211 1877324.55 6360544.36 1139.92 MONF MAG/WSHR BLANK

212 1877316.84 6360560.51 1139.68 MONF SPK FLSH

220 1877606.23 6361238.53 1097.22 MONF LD/NL

221 1877597.53 6361221.24 1098.15 MONF LD/NL

222 1877435.47 6360914.32 1117.79 MONF LD/NL

223 1877431.48 6360906.62 1118.30 MONF LD/NL

225 1877687.94 6361512.52 1085.16 MONF S/W ILL DN0.3

226 1877721.25 6361634.21 1082.85 MONF LD/TACK TC

227 1877719.04 6361622.55 1083.11 MONF N/T LS3426 TC

228 1877718.12 6361617.54 1083.22 MONF LD/TACK TC

229 1877698.17 6361510.61 1085.89 MONF L/T TC

230 1877686.51 6361455.99 1087.56 MONF N/T LACO ENGR

231 1877679.18 6361427.68 1088.58 MONF N/T LACO ENGR

232 1877665.64 6361382.63 1090.31 MONF L/T TC

233 1877275.84 6360560.92 1142.04 MONF 2I IP+N/T LS5490

234 1877421.58 6360533.48 1137.39 MONF L/T CNC BRDGE CL

235 1877530.40 6360512.94 1135.19 MONF N/T ILL BRDGE CL

236 1877519.80 6360514.95 1135.39 MONF L/T BRDGE CL

237 1877617.99 6360496.42 1133.38 MONF L/T BRDGE CL

238 1877173.07 6360580.34 1171.24 MONF 1I IP W/CAP+HOLE

239 1877366.89 6360859.83 1122.94 MONF S/W ILL DN .2

240 1877407.56 6360935.72 1117.88 MONF S/W ILL DN .2

241 1877417.24 6360923.93 1117.93 MONF S/W ILL DN .3

242 1877269.25 6359886.21 1154.07 MONF S/W ILL DN .2

243 1877234.41 6359878.43 1154.42 MONF 1IP/T LS4318 FLUSH

244 1877244.40 6359878.59 1152.81 MONF N/T 3703 TOP V-GUT

12351 1877643.72 6361560.54 1083.87 BM TAG TC DPW

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EX "C" CL

EX "M" CL

R* SCE/T GUY & COMM GUY

R*SCE PB

UCITY TSIC PB

A2

A2

A* AT&T MH

U

R* SCE/D GUY

A1

R*SCE/T GUY

24" RCP (SEE CALTRANS

AS-BUILT 07-19724,

SHEET 20)

CALTRANS SL

24" RCP

P SCE/T 4426013E

PSCE METER 8(5)

EX CALTRANS R/W

EX CITY R/W

EX CITY R/W

EX CITY R/W

EX CITY R/W

D HEADWALL, CMP

5M

1C&G

1 C&G

1C&G

1GUTTER

1C&M

1 C&M

1 C&M

2 DIKE

2DIKE

2DIKE

EX S/E

CP#3

APN 2069-009-033

APN 2069-009-034

APN 2069-009-030

24707 CALABASAS RD

CRIMSON PIPELINE LLC

7 BEG

V

P SCE/T

4389284E

FILL

AT&T

CUT

CITY TSIC

CITY TSIC PB

M

M

CUT

a1 b1 c1 d1 e1 f1 g1 h1 I1 j1* k1* l1* u1

SC

SC

za1*

1GUTTER

5NIRRIGATION POC

EX S/E

EX

P

/L

PPOLE

33'

4' 8'

PH02

PH02.1

PH12

PH04

PH03

PH07

PH06

PH08

PH10

PH09

PH05

PH11

7BEG

7 END

7END

7BEG

CUT

P SCE/D 4831165E

7 GATE

7 GATE

DISPOSITION NOTES

PROTECT IN PLACE

REMOVE EXISTING CONCRETE FACILITY

REMOVE EXISTING AC FACILITY

REMOVE EXISTING TREE

REMOVE EXISTING PULLBOX (ABANDONED)

RELOCATE EXISTING LVMWD WATER METER PER LVMWD

STANDARD PLAN W-103 AND W-105

INSTALL 2" WATER LATERAL AND METER PER LVMWD

STANDARD PLAN W-105

REMOVE EXISTING GUARDRAIL

REMOVE EXISTING FENCE

REMOVE EXISTING BOLLARD

RELOCATE EXISTING STORAGE CONTAINERS AND

ELECTRICAL SYSTEM. VERIFY EXISTING CONDUIT

LOCATION

ADJUST TO GRADE EXISTING WATER VALVE COVER

ADJUST TO GRADE EXISTING CALTRANS ELECTRICAL PULL

BOX

ADJUST TO GRADE EXISTING CITY INTERCONNECT PULL

BOX

ADJUST FACILITY BY OTHERS

DRAINAGE FACILITY DISPOSITION PER D-SHEETS

COLD MILL LIMITS

EXISTING SIGN DISPOSITION PER SS-SHEETS

SAWCUT LINE

RELOCATE FACILITY BY OTHERS

DISPOSITION PER UTILITY RELOCATION PLAN, SHEET U-1

PRESERVE EXISTING SURVEY MONUMENT

P

5M

5N

A2

A4

A5

A*

D

M

S

SC

R*

U

V

LEGEND

REMOVE EXISTING

CONCRETE FACILITY

REMOVE EXISTING AC

PAVEMENT

COLD MILL (2" THICK)

SAWCUT POINT DATA

ID

a1 b1 c1 d1 e1 f1 g1 h1

I1 j1* k1* l1* u1 za1*

STATION-

OFFSET

"C" 7+49.80 10.00' LT

"C" 7+95.27 10.00' LT

"C" 8+51.98 4.52' LT

"C" 8+53.85 4.17' LT

"C" 7+49.89 0.00'

"C" 7+95.27 1.00' RT

"C" 8+32.20 1.89' RT

"C" 8+50.16 4.81' RT

"C" 8+52.18 5.19' RT

"M" 2+15.09 13.95' LT

"M" 2+15.04 13.96' RT

"M" 2+01.73 14.08' RT

"M" 2+02.04 9.09' RT

"M" 2+02.04 14.16' LT

* EXISTING AC LIMITS AT CALTRANS BRIDGE STRUCTURE

POTHOLE DATA

ID

PH02

PH02.1

PH03

PH04

PH05

PH06

PH07

PH08

PH09

PH10

PH11

PH12

UTILITY

LVMWD

LVMWD

SCG/D

AT&T

AT&T

SCG/D

AT&T

AT&T

SCG/D

AT&T

DESCRIPTION

12" STEEL (WATER)

2 ENCASEMENTS, 2'H TOTAL

16" ACP SSFM

3" STEEL

2" PVC

ENCASEMENT

3" STEEL

2" PVC

ENCASEMENT

3" STEEL

2" PVC

DRY HOLE 4'L

DEPTH

TO TOP

5.47

3.22

8.70

4.60

3.69

3.28

4.96

4.78

4.02

4.98

4.71

5.00

EXIST

ELEV

1144.27

1144.17

1144.63

1144.63

1144.04

1142.63

1143.22

1143.51

1141.64

1142.09

1142.19

1139.09

NORTHING

1877307

1877309

1877293

1877291

1877287

1877312

1877294

1877289

1877314

1877296

1877289

1877294

EASTING

6360426

6360425

6360425

6360426

6360457

6360476

6360478

6360480

6360508

6360518

6360517

6360597

REVISIONS

No. DESCRIPTION REVISED

BY:

APPROVED

BY: DATE PUBLIC WORKS DEPARTMENT

PREPARED FOR:

100 CIVIC CENTER WAY

CALABASAS, CA 91302

PHONE 818.224.1600 FAX 818.225.7338

WWW.CITYOFCALABASAS.COM

SHEET

DESIGNED BY:

DRAFTED BY:

CHECKED BY:

WEST CALABASAS ROAD

IMPROVEMENTS PROJECT

OF 51

Pl ot

: W ed

5.

Fe b.

6:

:1

PM

by

: S am

P ot ts c:

\B ox

\P ro je ct s\ ci cl b ca la ba sa s\ ci cl b.

.0 w es t c al ab as as ro ad

\2 E ng \!C

AD

\2

S he et s\

D em o.

dw g

S. POTTS

M. IP

PROTECTED

MATERIALS

CONTAINS

CRITICAL ENERGY

INFRASTRUCTURE

INFORMATION (CEII)

(18 CFR § 388.113)

RECORD DRAWING

I HEREBY CERTIFY THAT THE WORK SHOWN ON DRAWING No. X THROUGH DRAWING No. X , MARKED AS "RECORD DRAWING", HAS

BEEN CONSTRUCTED IN CONFORMANCE WITH LINES AND GRADES

AS SHOWN ON SAID PLANS, DRAWINGS, REFERENCED

SPECIFICATIONS, AND APPROVED CHANGE ORDERS, AS INDICATED

IN THE REVISION BLOCK.

NAME INSPECTOR

SIGNATURE DATE

CURTIS CASTLE, P.E.

CITY ENGINEER / PUBLIC WORKS DIRECTOR DATE

ACCEPTED FOR CONSTRUCTION

DIAL TOLL FREE AT LEAST TWO

WORKING DAYS BEFORE YOU DIG

Know what's below.

Call before you dig.

UNDERGROUND SERVICE ALERT

OF SOUTHERN CALIFORNIA SIGNED

02/25/2026

100 E. Thousand Oaks Blvd., Suite 105, Thousand Oaks, CA 91360 805-692-6921 | www.mnsengineers.com

M. YANEZ

STATE OF CA L I FORN I A

Sam L Potts No. 92519

CIVIL ENGINEER

Exp 9/30/27

M

ATC

H

LIN

E - STA 11+50

SEE SH

EET D

M

-2

0'20' 20'10'10'

SCALE: 1" = 20'

0'

DEMOLITION AND UTILITY

DISPOSITION PLAN

"C" STA 6+50 TO 11+50

DM-1

tleger Curtis Castle Signature tleger

EPB

4" OAK12" OAK

PP 1576656EPP 1576656E 1UD EM

EPB

GUY

8" OAK 10" OAK

GUY

8" OAK 66" OAK X2

6" TREE X2

GUY

GUY

GUY

30" PEP

5" TREE

5" OAK

55" OAK

UMH

16I" TREE

PP 21I 2367220E

PP 19I 2367221E UVLT

CPB

MH

SMH

CPB

MBD 4I

MBD 4I MBD 4IMBD 4I

MBD 4I MBD 4I MBD 4I

GUY PP 19I 2279259E

PIPE 8"

C

AL

TR

AN

S

EL

EC

TR

IC

AL

INTERCONNECT

INTERCONNECT

12+00

13+00 14+00 15+00

16+00

WEST CALABASAS ROAD

WEST CALABASAS ROAD

S

PTREEPTREE

PTREE

P SCE/D

1576656E

SCE/T GUY & COMM GUY

U

R* SCE/D GUY

S

A1

S

PSCE/T GUY

P SCE/D GUY

R*CHTR GUY

PSCE/T

2279259E

V

P

U CITY TSIC PBPSCE/T

2367221E

P SEWER MH

P SCE/T

2367220E

P TREE

S

A3

U CITY TSIC

S

P SCE/D

1576656E 1UD EM

LVMWD 12" STL

A* SCE PB

US ROUTE 101

CAUTION: LVMWD 10" ACP SSFM

CAUTION: LVMWD 16" ACP SSFM

SCG/D 3"

AT&T

OH:

CAUTION: SCE/T 66kV SCE/D 16kV

CHARTER

VERIZON

EX CITY R/W

1 GUTTER

2 DIKE

1 C&G

EX CALTRANS R/WEX CITY R/W

EX CITY R/W

EX CITY R/W

EX S/E

EX CITY R/W

EX S/E

PCHTR GUY

P SD MH

1 C&G, SWK

APN 2069-009-034

APN 2069-009-027

24650 CALABASAS RD

APN 2069-009-030

24707 CALABASAS RD

CRIMSON PIPELINE LLC

APN 2069-009-030

24707 CALABASAS RD

CRIMSON PIPELINE LLC

CP#11

CP#10

CP#4

LACDPW 8" VCP

S

CP#12

PTREE

LVMWD 42" CML&C

CAUTION: CRIMSON 10" CRUDE

CAUTION: SCG/T 16"

CAUTION: CRIMSON 10" CRUDE (ABANDONED)

OH:

SCE/D 16kV

CHARTER

VERIZON

OH:

CAUTION: SCE/T 66kV

FILL

COMM

LACDPW 36" RCP

P CATCH

BASIN

EX "C" CL

SC

P SCE/D

4831165E

P SCE SL

3006713

CITY TSIC

UCITY TSIC PB

LACDPW 36" RCP

b2 c2 e2 MSC f2 g2

2 DIKE

7END

CUT

P SCE/D 4831165E

7 GATE

7 GATE

DISPOSITION NOTES

PROTECT IN PLACE

ADJUST TO GRADE EXISTING MANHOLE COVER

ADJUST TO GRADE EXISTING WATER METER BOX

REMOVE EXISTING CONCRETE FACILITY

REMOVE EXISTING AC FACILITY

REMOVE EXISTING TREE

REMOVE EXISTING FENCE

DRAINAGE FACILITY DISPOSITION PER D-SHEETS

COLD MILL LIMITS

EXISTING SIGN DISPOSITION PER SS-SHEETS

SAWCUT LINE

ADJUST FACILITY BY OTHERS

RELOCATE FACILITY BY OTHERS

DISPOSITION PER UTILITY RELOCATION PLAN, SHEET U-1

PRESERVE EXISTING SURVEY MONUMENT

P

A1

A3

D

M

S

SC

A*

R*

U

V

SAWCUT POINT DATA

ID

b2 c2 e2 f2 g2

STATION-

OFFSET

"C" 14+34.26 16.00' LT

"C" 14+34.26 0.00'

"C" 14+63.78 16.00' LT

"C" 14+77.92 0.00'

"C" 14+77.92 18.08' LT

LEGEND

REMOVE EXISTING

CONCRETE FACILITY

REMOVE EXISTING AC

PAVEMENT

COLD MILL (2" THICK)

REVISIONS

No. DESCRIPTION REVISED

BY:

APPROVED

BY: DATE PUBLIC WORKS DEPARTMENT

PREPARED FOR:

100 CIVIC CENTER WAY

CALABASAS, CA 91302

PHONE 818.224.1600 FAX 818.225.7338

WWW.CITYOFCALABASAS.COM

SHEET

DESIGNED BY:

DRAFTED BY:

CHECKED BY:

WEST CALABASAS ROAD

IMPROVEMENTS PROJECT

OF 51

Pl ot

: W ed

5.

Fe b.

6:

:1

PM

by

: S am

P ot ts c:

\B ox

\P ro je ct s\ ci cl b ca la ba sa s\ ci cl b.

.0 w es t c al ab as as ro ad

\2 E ng \!C

AD

\2

S he et s\

D em o.

dw g

S. POTTS

M. IP

PROTECTED

MATERIALS

CONTAINS

CRITICAL ENERGY

INFRASTRUCTURE

INFORMATION (CEII)

(18 CFR § 388.113)

RECORD DRAWING

I HEREBY CERTIFY THAT THE WORK SHOWN ON DRAWING No. X THROUGH DRAWING No. X , MARKED AS "RECORD DRAWING", HAS

BEEN CONSTRUCTED IN CONFORMANCE WITH LINES AND GRADES

AS SHOWN ON SAID PLANS, DRAWINGS, REFERENCED

SPECIFICATIONS, AND APPROVED CHANGE ORDERS, AS INDICATED

IN THE REVISION BLOCK.

NAME INSPECTOR

SIGNATURE DATE

CURTIS CASTLE, P.E.

CITY ENGINEER / PUBLIC WORKS DIRECTOR DATE

ACCEPTED FOR CONSTRUCTION

DIAL TOLL FREE AT LEAST TWO

WORKING DAYS BEFORE YOU DIG

Know what's below.

Call before you dig.

UNDERGROUND SERVICE ALERT

OF SOUTHERN CALIFORNIA SIGNED

02/25/2026

100 E. Thousand Oaks Blvd., Suite 105, Thousand Oaks, CA 91360 805-692-6921 | www.mnsengineers.com

M. YANEZ

STATE OF CA L I FORN I A

Sam L Potts No. 92519

CIVIL ENGINEER

Exp 9/30/27

M

AT

C H

L

IN

E

- S

TA

1+

SE

E

SH

EE

T D

M -1

DEMOLITION AND UTILITY

DISPOSITION PLAN

"C" STA 11+50 TO 16+50

DM-2

0'20' 20'10'10'

SCALE: 1" = 20'

0' tleger Curtis Castle Signature tleger

8" TREE

30" TREE

EPB

4" OAK

12" OAK

PP 1576656E

PP 1576656E 1UD EM

EPB

TMH

TMH 23936

CPB

MBD 6I

MBD 6I

EPB

GUY

GUY

CPB

PP 4426013E 22-24I POLE

CPB

EPB

8" OAK

10" OAK

GUY

8" OAK 6

6" OAK X2

6" TREE X2

GUY

GUY

GUY

30" PEP

5" TREE

5" OAK

55" OAK

UMH

PP 19I 2367221E

UVLT

CPB

CPB

MBD 4I

MBD 4I MBD 4IMBD 4I

MBD 4I

MBD 4I

MBD 4I

GUY

PP 19I 2279259E

PIPE 8"

MBD 4"

MBGR

MBGR

C H

LF

CHLF

CHLF

BWF

BWF

CNC SWK

ROCK

ROCK

CNC SWALE

CNC SWALE

C

AL

TR

AN

S

EL

EC

TR

IC

AL

CALTRANS

ELECTRICAL

INTERCO

NNECT

IN

TE

R C

O N

N

EC

T

C

AL

TR

AN

S

EL

EC

TR

IC

AL

INTERCONNECT

INTERCONNECT

HIGH VOLTAGE

STREET LIGHTING

HIGH VOLTAGE

STREET LIGHTING

H

IG

H

VO

LTAG

E

STR

EET LIG

H

TIN

G

H

IG

H

VO

LTAG

E

STR

EET LIG

H

TIN

G

HIGH VOLTAGE

STREET LIGHTING

HIGH VOLTAGE

STREET LIGHTING

HIGH VOLTAGE

STREET LIGHTING

HIGH VOLTAGE

STREET LIGHTING

"What secret messageare we putting in themiddle of theroundabout?""This is tough"

10+00 11+00

12+00

13+00

14+00

15+00

M U

R

EA

U R

O A

D

EX CALTRANS R/W

EX CITY R/W

EX R/W

EX R/W

EX R/W

EX S/E

WEST CALABASAS ROAD

EX R/W

EX S/E

EX R/W

EX S/E

SL PB

U2

RW

SL PB

SL SL

SL PB

SL SL

U2 U3

U3U2

U3 U4

U2 U4

4'

5'

5' 5'

EXISTING

INTERCONNECT

PULLBOX

U4

U4 U4

U4

U1

U4

U0

U1 U0 U1

U0

U1 U0

[C/I]

[C /I/S]

[I/S]

[I]

EX CALTRANS METER

PEDESTAL MOUNTED

ON EX POLE

CONSTRUCTION NOTES

RELOCATE EXISTING CABLES/CONDUCTORS. SPLICE AS

REQUIRED AT CONNECTION POINTS AND PER GENERAL

NOTES HEREON

INSTALL CONDUIT PER TRENCH DETAILS HEREON

INSTALL PULLBOX (NO. 6, LID: "COMMUNICATIONS") PER

CALTRANS STANDARD PLAN ES-8A

INSTALL PULLBOX (NO. 6, LID: "CALTRANS ELECTRICAL")

PER CALTRANS STANDARD PLAN ES-8A

REMOVE EXISTING PULLBOX. RELOCATE EXISTING

CABLES/CONDUCTORS AND CONDUIT

RETAINING WALL IMPROVEMENTS PER RT-SHEETS

STREET LIGHTING IMPROVEMENTS PER SL-SHEETS

U0

U1

U2

U3

U4

RW

SL

JOINT TRENCH DETAIL [C/I/S]

NOT TO SCALE

FINISHED GRADE

CALTRANS ELECTRICAL

STREET LIGHTING

CL

JOINT

TRENCH

INTERCONNECT

6" WIDE WARNING TAPE

AND TRACING WIRE

SURFACING PER PLANS

2" M

IN

34"

12.5" 12.5"

8"

BEDDING SAND AT 90%

RELATIVE COMPACTION

CMB BACKFILL

JOINT TRENCH DETAIL [C/I]

NOT TO SCALE

FINISHED GRADE

CALTRANS ELECTRICAL

CL

JOINT

TRENCH

INTERCONNECT

6" WIDE WARNING TAPE

AND TRACING WIRE

SURFACING PER PLANS

21" 6.5" 6"

8"

BEDDING SAND AT 90%

RELATIVE COMPACTION

CMB BACKFILL

INTERCONNECT TRENCH [I] DETAIL

NOT TO SCALE

FINISHED GRADE

CL

TRENCH

INTERCONNECT

2" WIDE WARNING TAPE

AND TRACING WIRE

SURFACING PER PLANS

8"

4.

5" 12

BEDDING SAND AT 90%

RELATIVE COMPACTION

CMB BACKFILL

JOINT TRENCH DETAIL [I/S]

NOT TO SCALE

FINISHED GRADE

STREET LIGHTING

CL

JOINT

TRENCH

INTERCONNECT

6" WIDE WARNING TAPE

AND TRACING WIRE

SURFACING PER PLANS

21"

6" 6.5"

8"

BEDDING SAND AT 90%

RELATIVE COMPACTION

CMB BACKFILL

2" M

IN

2" M

IN

REVISIONS

No. DESCRIPTION REVISED

BY:

APPROVED

BY: DATE PUBLIC WORKS DEPARTMENT

PREPARED FOR:

100 CIVIC CENTER WAY

CALABASAS, CA 91302

PHONE 818.224.1600 FAX 818.225.7338

WWW.CITYOFCALABASAS.COM

SHEET

DESIGNED BY:

DRAFTED BY:

CHECKED BY:

WEST CALABASAS ROAD

IMPROVEMENTS PROJECT

OF 51

Pl ot

: W ed

5.

Fe b.

6:

:4

PM

by

: S am

P ot ts c:

\B ox

\P ro je ct s\ ci cl b ca la ba sa s\ ci cl b.

.0 w es t c al ab as as ro ad

\2 E ng \!C

AD

\2

S he et s\

U til ity .d w g

S. POTTS

M. IP

RECORD DRAWING

I HEREBY CERTIFY THAT THE WORK SHOWN ON DRAWING No. X THROUGH DRAWING No. X , MARKED AS "RECORD DRAWING", HAS

BEEN CONSTRUCTED IN CONFORMANCE WITH LINES AND GRADES

AS SHOWN ON SAID PLANS, DRAWINGS, REFERENCED

SPECIFICATIONS, AND APPROVED CHANGE ORDERS, AS INDICATED

IN THE REVISION BLOCK.

NAME INSPECTOR

SIGNATURE DATE

CURTIS CASTLE, P.E.

CITY ENGINEER / PUBLIC WORKS DIRECTOR DATE

ACCEPTED FOR CONSTRUCTION

DIAL TOLL FREE AT LEAST TWO

WORKING DAYS BEFORE YOU DIG

Know what's below.

Call before you dig.

UNDERGROUND SERVICE ALERT

OF SOUTHERN CALIFORNIA

S. POTTS

M. IP

SIGNED

02/25/2026

100 E. Thousand Oaks Blvd., Suite 105, Thousand Oaks, CA 91360 805-692-6921 | www.mnsengineers.com

STATE OF CA L I FORN I A

Sam L Potts No. 92519

CIVIL ENGINEER

Exp 9/30/27 UTILITY RELOCATION PLAN U-1

0'0'10' 10'5'5'

SCALE: 1" = 10'

NOTE: THIS SHEET APPROVED FOR UTILITY RELOCATION ONLY

UTILITY RELOCATION GENERAL NOTES

1. SWEEPS SHALL BE MINIMUM R=3' FOR FIBER OPTIC, AND

R=5' FOR COPPER CONDUCTORS.

2. INTERCONNECT RELOCATION SHALL INCLUDE RELOCATING

TRACER WIRE AND PULL WIRE.

3. CONDUIT SIZE AND TYPE:

3.1. INTERCONNECT: 2.5" PVC

3.2. CALTRANS ELECTRICAL: 2" PVC

3.3. STREET LIGHTING: SEE SL-SHEETS

4. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS

DIRECTOR AT LEAST 48 HOURS PRIOR TO ANY NECESSARY

INTERCONNECT SHUTDOWN. SHUTDOWN SHALL BE

OVERNIGHT ONLY.

tleger Curtis Castle Signature tleger

TYPICAL SECTION

ROUNDABOUT SECTION A-A SHOWN (SEE SHEET CD-1)

NOT TO SCALE

R O

U N

D

AB

O U

T C

EN

TE

R P

O

IN

T

EX

R

/W (N

O R

TH

EA

ST

EX

R

/W (S

O U

TH

6'

18'

8'

TRUCK

APRON

9.5'

±37' & VAR

±55' & VAR

120' DESIGN ICD

6' 6' &

VAR

PK-

WY

±56' & VAR

±37' & VAR

19' & VAR

TRUCK

APRON

20.5

±19' & VAR

±3' &

VAR

PK-

WY

4'

PK-

WY

16'

4S

RW "RW-1A"

1G

2ALP

LP

1D

LP

1C

G

4S

LP

1A2A1D

1C

16'

±17' & VAR

EXISTING GRADE

REMOVE EXISTING

C&G, PAVEMENT, DIKE

±27' & VAR ±17' & VAR

LP

-2% -2%

-1.3% -2% -2%

-1.3%

PG*

PG*

PG*PG*

2' AT -5%

VAR

G

3B

1E

VAR

±1.5' & VAR

6:1

MAX

3B

GSLOPE ROUNDING

LH

2:1 M

AX FILL

EX

"C

" C L

EX

R

/W (N

O R

TH

18' & VAR 18' & VAR

29' & VAR

TYPICAL SECTION

WEST CALABASAS ROAD

NOT TO SCALE

"C" 11+00 TO 14+30

8' & VAR

EX

R

/W (S

O U

TH

2' & VAR 2' & VAR

1A 2A

1B

LP

1B 2A

1H

4S

RW "RW-2"

G LP

EXISTING GRADE

REMOVE EXISTING

C&G, PAVEMENT, DIKE

5'

-2% & VAR

-2% & VAR

15.5' & VAR 15.5' & VAR

-1.3%

-2%

PG*PG*

PG*PG*

±54' & VAR

2:1 M

AX

40'

LH

FILL

U

2' AT -5%

CONSTRUCTION NOTES

CONSTRUCT CURB AND GUTTER (TYPE A2-8, W=24") PER

SPPWC 120-3

CONSTRUCT CURB AND GUTTER (TYPE A3-6, W=6") PER

SPPWC 121-3

CONSTRUCT CURB AND GUTTER (TYPE A1-6) PER SPPWC

120-3

CONSTRUCT CURB AND GUTTER (TYPE D-4, MODIFIED:

"H1"=1'-4") PER CALTRANS STANDARD PLAN A87A

CONSTRUCT CURB AND GUTTER (TYPE B2-3 MOD, W=24")

PER SPPWC 121-3 AND DETAILS ON SHEETS C-3 TO C-6

AND CD-3

CONSTRUCT CURB AND GUTTER (TYPE A1-5) PER SPPWC

120-3 AND DETAILS ON SHEETS C-3 TO C-6

CONSTRUCT CURB AND GUTTER (TYPE A2-6, W=24") PER

SPPWC 120-3

CONSTRUCT ARHM (2" THICK, TYPE GG-C) OVER AC (3"

THICK, TYPE B-PG 64-10) OVER CRUSHED MISCELLANEOUS

BASE (12" THICK)

COLD MILL EXISTING AC PAVEMENT (2" THICK) AND

CONSTRUCT CONSTRUCT ARHM (2" THICK, TYPE GG-C)

CONSTRUCT JPCP (7" THICK, COLORED, STAMPED) OVER

CRUSHED MISCELLANEOUS BASE (12" THICK)

CONSTRUCT SIDEWALK (4" THICK PCC) PER SPPWC 112-2

CONSTRUCT MIDWEST GUARDRAIL SYSTEM (WOOD POST,

12" BLOCK, LON=62.5') PER CALTRANS STANDARD PLAN

A77 WITH ALTERNATIVE IN-LINE SYSTEM END TREATMENT

(TL-2).

[E] TYPE 11A LAYOUT PER CALTRANS STANDARD PLAN

A77Q1. SEE BLOCK-OUT DETAIL ON SHEET CD-3.

CONSTRUCT REINFORCED CONCRETE BLOCK WALL (H=8',

20 PSF LATERAL LOAD) PER SPPWC 601-4 AND DETAILS ON

SHEETS CD-1 THROUGH CD-2. SEE SHEET LD-1 FOR WALL

FINISHING AND PILASTER DETAILS

DRAINAGE IMPROVEMENTS PER D-SHEETS

GRADING IMPROVEMENTS PER GR-SHEETS

LANDSCAPE PLANTING, IRRIGATION, AND EROSION

CONTROL PER LP- AND LI-SHEETS

HARDSCAPE IMPROVEMENTS PER LC-SHEETS

RETAINING WALL IMPROVEMENTS PER RT-SHEETS

UTILITY RELOCATIONS PER DM-SHEETS

1A

1B

1C

1D

1E

1G

1A

2A

2C

3B

4S

D

G

LP

LH

RW

U

32'

16' 16'

14' 14' 5'

6'

EXISTING

BRIDGE

RAILING

EXISTING

BRIDGE

WINGWALL

EXISTING

BRIDGE

RAILING

EXISTING

BRIDGE

WINGWALL

TYPICAL SECTION

MUREAU ROAD

NOT TO SCALE

"M" 2+02 TO 2+15 (CALTRANS RIGHT-OF-WAY)

EX

"M

" C L

NOTES:

1. CALTRANS WORK SHALL CONFORM TO CALTRANS

STANDARD SPECIFICATIONS.

2. REFERENCE CALTRANS AS-BUILT 07-034404, "MUREAU ROAD

OC", DOCUMENT NO. 70002413

2C

REVISIONS

No. DESCRIPTION REVISED

BY:

APPROVED

BY: DATE PUBLIC WORKS DEPARTMENT

PREPARED FOR:

100 CIVIC CENTER WAY

CALABASAS, CA 91302

PHONE 818.224.1600 FAX 818.225.7338

WWW.CITYOFCALABASAS.COM

SHEET

DESIGNED BY:

DRAFTED BY:

CHECKED BY:

WEST CALABASAS ROAD

IMPROVEMENTS PROJECT

OF 51

Pl ot

: W ed

5.

Fe b.

6:

:3

PM

by

: S am

P ot ts c:

\B ox

\P ro je ct s\ ci cl b ca la ba sa s\ ci cl b.

.0 w es t c al ab as as ro ad

\2 E ng \!C

AD

\2

S he et s\

Ty pS ec .d w g

S. POTTS

M. IP

RECORD DRAWING

I HEREBY CERTIFY THAT THE WORK SHOWN ON DRAWING No. X THROUGH DRAWING No. X , MARKED AS "RECORD DRAWING", HAS

BEEN CONSTRUCTED IN CONFORMANCE WITH LINES AND GRADES

AS SHOWN ON SAID PLANS, DRAWINGS, REFERENCED

SPECIFICATIONS, AND APPROVED CHANGE ORDERS, AS INDICATED

IN THE REVISION BLOCK.

NAME INSPECTOR

SIGNATURE DATE

CURTIS CASTLE, P.E.

CITY ENGINEER / PUBLIC WORKS DIRECTOR DATE

ACCEPTED FOR CONSTRUCTION

DIAL TOLL FREE AT LEAST TWO

WORKING DAYS BEFORE YOU DIG

Know what's below.

Call before you dig.

UNDERGROUND SERVICE ALERT

OF SOUTHERN CALIFORNIA SIGNED

02/25/2026

100 E. Thousand Oaks Blvd., Suite 105, Thousand Oaks, CA 91360 805-692-6921 | www.mnsengineers.com

STATE OF CA L I FORN I A

Sam L Potts No. 92519

CIVIL ENGINEER

Exp 9/30/27

M. YANEZ

TYPICAL SECTIONS X-1

tleger Curtis Castle Signature tleger

EPB PP 4389283E 1UD

PP 4389279E

WM

8" TREE

30" TREE

EPB

TMH

TMH 23936

CPB

MBD 6I

MBD 6I

MBD 6I

MBD 6I

MBD 6I

EPB

GUY

GUY

SN POST

SN RFLTR PDLE

CPB

FH PP 4426013E 22-24I POLE

CPB

EPB

UMH

C

AL

TR

AN

S

EL

EC

TR

IC

AL

C

ALTR

AN

S

ELEC

TR

IC

AL IN

TER

C

O N

N

EC

T

IN

TE

R C

O N

N

EC

T

HIGH VOLTAGE

STREET LIGHTING

HIGH VOLTAGE

STREET LIGHTING

HIGH VOLTAGE

STREET LIGHTING

HIGH VOLTAGE

STREET LIGHTING

HIG

H VO

LTAG

E

STREET LIG

HTING

H

IG

H

VO

LTAG

E

STR

EET LIG

H

TIN

G

HIGH VOLTAGE

STREET LIGHTING

HIGH VOLTAGESTREET LIGHTING

HIGH VOLTAGE STREET LIGHTING

HIGH VOLTAGE

STREET LIGHTINGWATER METER

POINT OF

CONNECTION

STREET LIGHTING

SERVICE

PEDESTAL

IRRIGATION

CONTROLLER

CABINET

IRRIGATION

BACKFLOW

"What secret messageare we putting in themiddle of theroundabout?""This is tough"

VA

R

VA

R

18'

18'WEST CALABASAS ROAD

WEST CALABASAS ROAD

M U

R

EA

U R

O A

D

CL INT

"C" 10+00.00 "M" 1+00.00 N 1877306.49, E 6360555.18

"M" 2+01.90 16.07' RT

BEG IMPROVEMENTS

BEG MGS

BC

MATCH

"C" 7+49.78 14.00' LT

BEG IMPROVEMENTS

BEG C&G, SWK

BC: 9+55.75

"C" 11+10.86 20.89' LT

DWY CL, W=15.45'

"C" 11+13.09 16.19' LT

PRC

"C" 7+95.27 14.00' LT

BC

"C" 8+52.75 8.44' LT

PRC

"C" 9+40.60 25.26' LT

PCC

"C" 7+49.98 13.00' RT

BEG IMPROVEMENTS

BEG C&G, SWK

BC

"C" 8+19.33 22.81' RT

PRC

"C" 9+09.11 27.70' RT

PRC

"C" 9+64.65 42.19' RT

PRC "C" 10+30.49 45.25' RT

PRC

"C" 10+84.87 24.39' RT

EC

"C" 11+58.13 20.00' LT

PRC

EX CALTRANS R/W

EX CITY R/W

"M" 2+01.91 16.10' LT

END IMPROVEMENTS

END MGS (CONNECT TO EXISTING RAILING)

MATCH

N

°4 0'

"W

"M" 1+40.63 41.29' RT

END MGS (ILTS)

"M" 1+48.74 32.89' RT

PCC

N86°53'53"E

EX CITY R/W

EX CITY R/W

"C" 11+34.29 20.98' RT

PRC

EX S/E

APN 2069-009-033 APN 2069-009-034

APN 2069-009-030

24707 CALABASAS RD

EX S/E

"C" 7+00.00 N 1877289.28, E 6360255.68

C2

C3

C4

C12

C13 C14

C5

C6 C7

C8

C10

C9

C11

"C" 11+14.76 21.43' RT

BC

EX

P

/L

4S

RW RW-2

EX "C" CL

EX "M" CL

LP

LP

6A

LHTYP

LP

9H=8'

9 H=3'+TSF

9 H=8'

11 LP

LP

LP

LP

LP

6A

LP

2D

6G

SC

LHTYP

4S

3B

8A

G

5[S/D]

5 [S/A]

SC

LP

1E 3B

1G

4R

1F

LH

1G

D

1X

LP

1C

LH

SL POC AND SERVICE

PEDESTAL - SEE SL-SHEETS

1X1X

LPIRRIGATION POC

LPCONTROLLER, MASTER VALVE, BFA, ETC

D

4S

G

G

2C 2A SC

2A 2A

2A

1X

1A

2A

3B 1D

LP

4S

LP

RW"RW-1A"

LP

RW"RW-1B"

G

4R

4R

1H 2A

1A 4D

1B

1H

2C

1B

LPD

1A

7+00 8+00

9+00 10+00

11+00

2+

D

C1

5 [E]

"C" 10+85.09 26.37' RT

BEG MGS (ILTS)

1H

"C" 10+03.65 3.37' LT

ROUNDABOUT CENTER

120' ICD

"M" 1+45.27 39.69' LT

END MGS (SFT-M)

"M" 1+81.81 18.89' LT

EC

8B

D

9H=3'+TSF

9 H=8'

LH GATES

9 H=3'+TSF

CURVE TABLE

CURVE #

C1

C2

C3

C4

C5

C6

C7

RADIUS

1000.00

300.00

120.00

65.00

250.00

200.00

70.00

LENGTH

431.68

57.84

91.66

64.62

70.28

90.68

59.53

DELTA

24°44'00"

11°02'47"

43°45'48"

56°57'52"

16°06'23"

25°58'45"

48°43'23"

CONSTRUCTION NOTES

CONSTRUCT CURB AND GUTTER (TYPE A2-8, W=24") PER SPPWC 120-3 AND

DETAILS ON SHEETS C-3 TO C-6

CONSTRUCT CURB AND GUTTER (TYPE A3-6, W=6") PER SPPWC 121-3 AND

DETAILS ON SHEETS C-3 TO C-6

CONSTRUCT CURB AND GUTTER (TYPE A1-6) PER SPPWC 120-3

CONSTRUCT CURB AND GUTTER (TYPE D-4, MODIFIED: "H1"=1'-4") PER

CALTRANS STANDARD PLAN A87A AND DETAILS ON SHEETS C-3 TO C-6

CONSTRUCT CURB AND GUTTER (TYPE B2-3 MOD, W=24") PER SPPWC 121-3

AND DETAILS ON SHEETS C-3 TO C-6 AND CD-3

CONSTRUCT CURB AND GUTTER (TYPE B3-3 MOD, W=6") PER SPPWC 120-3 AND

DETAILS ON SHEETS C-3 TO C-6 AND CD-3

CONSTRUCT CURB AND GUTTER (TYPE A1-5) PER SPPWC 120-3 AND DETAILS

ON SHEETS C-3 TO C-6

CONSTRUCT CURB AND GUTTER (TYPE A2-6, W=24") PER SPPWC 120-3 AND

DETAILS ON SHEETS C-3 TO C-6

CONSTRUCT CURB CUT PER DETAIL ON SHEET CD-5

CONSTRUCT ARHM (2" THICK, TYPE GG-C) OVER AC (3" THICK, TYPE B-PG 64-10)

OVER CRUSHED MISCELLANEOUS BASE (12" THICK)

CONSTRUCT ARHM (2" THICK, TYPE GG-C) OVERLAY

CONSTRUCT DRIVEWAY AC (4" THICK, TYPE C2-PG 64-10) OVER CRUSHED

MISCELLANEOUS BASE (6" THICK) AND DETAILS ON SHEET CD-2

CONSTRUCT JPCP (7" THICK, COLORED, STAMPED) OVER CRUSHED

MISCELLANEOUS BASE (12" THICK)

CONSTRUCT SIDEWALK (4" THICK PCC) PER SPPWC 112-2

CONSTRUCT DRIVEWAY APPROACH (PCC, COMMERCIAL) PER SPPWC 110-2

AND DETAILS ON SHEET CD-2

CONSTRUCT CURB RAMP (4" THICK PCC) PER SPPWC 111-5 AND DETAILS ON

SHEET CD-2

CONSTRUCT MIDWEST GUARDRAIL SYSTEM (WOOD POST, 12" BLOCK, LENGTH

OF NEED=62.5') PER CALTRANS STANDARD PLAN A77. ALTERNATIVE IN-LINE

TERMINAL SYSTEM END TREATMENT SHALL BE TL-1. SEE SUPPLEMENTAL

NOTES PER PLAN, AS FOLLOWS:

[S/A] TYPE 12A LAYOUT PER CALTRANS STANDARD PLAN A77Q1. SEE

BLOCK-OUT DETAIL AND ANCHOR BLOCK CONNECTION DETAIL ON SHEET CD-3.

[S/D] TYPE 12AA LAYOUT PER CALTRANS STANDARD PLAN A77Q4 WITH AND

ANCHOR BLOCK CONNECTION DETAIL ON SHEET CD-3.

[E] TYPE 11A LAYOUT PER CALTRANS STANDARD PLAN A77Q1. SEE

BLOCK-OUT DETAIL ON SHEET CD-3.

CONSTRUCT CHAIN LINK FENCE PER SPPWC 600-4

CONSTRUCT CHAIN LINK FENCE GATE (W=4') PER SPPWC 600-4

CONSTRUCT GRAVITY WALL PER LACDPW STANDARD PLAN 6201-1 AND

DETAILS ON SHEET CD-2. INSTALL CABLE RAILING PER DETAIL 7 ON SHEET RT-8

CONSTRUCT REINFORCED CONCRETE RETAINING WALL (TYPE 6B, CASE 1) PER

CALTRANS STANDARD PLAN B3-7A AND DETAILS ON SHEET CD-2. INSTALL

CABLE RAILING PER DETAIL 7 ON SHEET RT-8

CONSTRUCT REINFORCED CONCRETE BLOCK WALL (H PER PLAN, 20 PSF

LATERAL LOAD) PER SPPWC 601-4 AND DETAILS ON SHEETS CD-1 THROUGH

CD-2. SEE SHEET LD-1 FOR WALL FINISHING AND PILASTER DETAILS

CONSTRUCT PCC SWALE PER SHEET CD-4

CONSTRUCT BIOSWALE PER SHEET CD-4

CONSTRUCT BIORETENTION PER SHEET CD-5

DRAINAGE IMPROVEMENTS PER D-SHEETS

GRADING IMPROVEMENTS PER GR-SHEETS

LANDSCAPE PLANTING, IRRIGATION, AND EROSION CONTROL PER LI- AND

LP-SHEETS

HARDSCAPE IMPROVEMENTS PER LC-SHEETS

SAWCUT LINE

RETAINING WALL IMPROVEMENTS PER RT-SHEETS

UTILITY RELOCATIONS PER SHEET U-1

1A

1B

1C

1D

1E

1F

1G

1H

1X

2A

2C

2D

3B

4S

4D

4R

6A

6G

8A

8B

D

G

LP

LH

SC

RW

U

CURVE TABLE

CURVE #

C8

C9

C10

C11

C12

C13

C14

RADIUS

55.00

140.00

200.00

200.00

130.00

75.00

350.00

LENGTH

74.30

60.48

20.01

20.01

56.21

93.39

44.42

DELTA

77°24'03"

24°45'03"

5°43'55"

5°43'55"

24°46'27"

71°20'45"

7°16'19"

LEGEND

AC

COLD MILL AND AC

OVERLAY

STREET LIGHT (SEE

SL-SHEETS)

REVISIONS

No. DESCRIPTION REVISED

BY:

APPROVED

BY: DATE PUBLIC WORKS DEPARTMENT

PREPARED FOR:

100 CIVIC CENTER WAY

CALABASAS, CA 91302

PHONE 818.224.1600 FAX 818.225.7338

WWW.CITYOFCALABASAS.COM

SHEET

DESIGNED BY:

DRAFTED BY:

CHECKED BY:

WEST CALABASAS ROAD

IMPROVEMENTS PROJECT

OF 51

Pl ot

: W ed

5.

Fe b.

6:

:1

PM

by

: S am

P ot ts c:

\B ox

\P ro je ct s\ ci cl b ca la ba sa s\ ci cl b.

.0 w es t c al ab as as ro ad

\2 E ng \!C

AD

\2

S he et s\

St re et Im p.

dw g

S. POTTS

M. IP

RECORD DRAWING

I HEREBY CERTIFY THAT THE WORK SHOWN ON DRAWING No. X THROUGH DRAWING No. X , MARKED AS "RECORD DRAWING", HAS

BEEN CONSTRUCTED IN CONFORMANCE WITH LINES AND GRADES

AS SHOWN ON SAID PLANS, DRAWINGS, REFERENCED

SPECIFICATIONS, AND APPROVED CHANGE ORDERS, AS INDICATED

IN THE REVISION BLOCK.

NAME INSPECTOR

SIGNATURE DATE

CURTIS CASTLE, P.E.

CITY ENGINEER / PUBLIC WORKS DIRECTOR DATE

ACCEPTED FOR CONSTRUCTION

DIAL TOLL FREE AT LEAST TWO

WORKING DAYS BEFORE YOU DIG

Know what's below.

Call before you dig.

UNDERGROUND SERVICE ALERT

OF SOUTHERN CALIFORNIA SIGNED

02/25/2026

100 E. Thousand Oaks Blvd., Suite 105, Thousand Oaks, CA 91360 805-692-6921 | www.mnsengineers.com

M. YANEZ

STATE OF CA L I FORN I A

Sam L Potts No. 92519

CIVIL ENGINEER

Exp 9/30/27

M

ATC

H

LIN

E - STA 11+50

SEE SH

EET C

-2

0'20' 20'10'10'

SCALE: 1" = 20'

0'

STREET IMPROVEMENT PLAN

"C" 6+50 TO 11+50 C-1

tleger Curtis Castle Signature tleger

CURVE TABLE

CURVE #

C1

C15

C16

C17

C18

RADIUS

1000.00

980.00

1020.00

40.00

25.00

LENGTH

431.68

224.71

194.64

17.09

10.68

DELTA

24°44'00"

13°08'15"

10°56'01"

24°28'36"

24°28'36"

CONSTRUCTION NOTES

CONSTRUCT CURB AND GUTTER (TYPE A2-8, W=24") PER

SPPWC 120-3 AND DETAILS ON SHEETS C-3 TO C-6

CONSTRUCT CURB AND GUTTER (TYPE A3-6, W=6") PER

SPPWC 121-3 AND DETAILS ON SHEETS C-3 TO C-6

CONSTRUCT ARHM (2" THICK, TYPE GG-C) OVER AC (3"

THICK, TYPE B-PG 64-10) OVER 12" CRUSHED

MISCELLANEOUS BASE

CONSTRUCT ARHM (2" THICK, TYPE GG-C) OVERLAY

CONSTRUCT SIDEWALK (4" THICK PCC) PER SPPWC 112-2

CONSTRUCT DRIVEWAY APPROACH (PCC, COMMERCIAL)

PER SPPWC 110-2 AND DETAILS ON SHEET CD-2

CONSTRUCT CRUSHED MISCELLANEOUS BASE (6" THICK)

CONSTRUCT MIDWEST GUARDRAIL SYSTEM (WOOD POST,

12" BLOCK, LENGTH OF NEED=62.5') PER CALTRANS

STANDARD PLAN A77. ALTERNATIVE IN-LINE TERMINAL

SYSTEM END TREATMENT SHALL BE TL-1. SEE

SUPPLEMENTAL NOTES PER PLAN, AS FOLLOWS:

[E] TYPE 11A LAYOUT PER CALTRANS STANDARD PLAN

A77Q1. SEE BLOCK-OUT DETAIL ON SHEET CD-3.

CONSTRUCT REINFORCED CONCRETE BLOCK WALL (H

PER PLAN, 20 PSF LATERAL LOAD) PER SPPWC 601-4 AND

DETAILS ON SHEETS CD-1 THROUGH CD-2. SEE SHEET

LD-1 FOR WALL FINISHING AND PILASTER DETAILS

CONSTRUCT PCC SWALE PER SHEET CD-4

DRAINAGE IMPROVEMENTS PER D-SHEETS

GRADING IMPROVEMENTS PER GR-SHEETS

LANDSCAPE PLANTING, IRRIGATION, AND EROSION

CONTROL PER LI- AND LP-SHEETS

HARDSCAPE IMPROVEMENTS PER LC-SHEETS

SAWCUT LINE

RETAINING WALL IMPROVEMENTS PER RT-SHEETS

UTILITY RELOCATIONS PER SHEET U-1

1A

1B

2A

2C

4S

4D

4E

D

G

LP

LH

SC

RW

U

LEGEND

AC

COLD MILL AND AC

OVERLAY

STREET LIGHT (SEE

SL-SHEETS)

EPB

4" OAK12" OAK

PP 1576656EPP 1576656E 1UD EM

EPB

GUY

8" OAK 10" OAK

GUY

8" OAK 66" OAK X2

6" TREE X2

GUY

GUY

GUY

30" PEP

5" TREE

5" OAK

55" OAK

UMH

16I" TREE

PP 21I 2367220E

PP 19I 2367221E UVLT

CPB

MH

SMH

CPB

MBD 4I

MBD 4I MBD 4IMBD 4I

MBD 4I MBD 4I MBD 4I

GUY PP 19I 2279259E

PIPE 8"

C

AL

TR

AN

S

EL

EC

TR

IC

AL

INTERCONNECT

INTERCONNECT

HIGH VOLTAGESTREET LIGHTING

HIGH VOLTAGE

STREET LIGHTING

HIGH VOLTAGE

STREET LIGHTING

8'

2' 2'

VA

R

VA

R

18'

WEST CALABASAS ROAD

WEST CALABASAS ROAD

US ROUTE 101

EC: 13+87.43

"C" 12+88.88 28.00' RT

"C" 14+78.02 46.00' RT

END IMPROVEMENTS

EC, MATCH

"C" 11+10.86 20.89' LT

DWY CL, W=15.45'

"C" 11+13.09 16.19' LT

PRC

"C" 14+06.81 20.00' RT

BC

"C" 14+23.38 23.59' RT

EC

"C" 13+11.44 28.00' RT

"C" 12+07.18 28.00' RT

"C" 11+84.34 28.08' RT

"C" 14+05.43 20.00' LT

DWY CL, W=29.7'

"C" 14+63.78 20.00' LT

END IMPROVEMENTS

MATCH

"C" 13+87.43 20.00' LT

EC

"C" 14+24.83 20.00' LT

"C" 11+58.13 20.00' LT

PRC

"C" 11+34.29 20.98' RT

PRC

EX CITY R/W

N62°09'53"E

EX CALTRANS R/WEX CITY R/W

EX S/E

"C" 14+67.66 43.75' RT

BC

"C" 13+87.43 20.00' RT

EC

APN 2069-009-027

24650 CALABASAS RD

APN 2069-009-030

24707 CALASBASAS RD

APN 2069-009-034

APN 2069-009-030

24707 CALABASAS RD

"C" 16+00.00 N 1877516.62, E 6361111.85

"C" 14+77.92 18.08' LT

C14

"C" 11+53.88 20.93' RT

EC

C15

C16 C17

C18

C11

"C" 11+96.60 20.00' RT

BC

"C" 13+88.83 20.00' LT

EX

P

/L

RW RW-2

RW"RW-2"

1B

4S

1A

1A

2A

2A

EX "C" CL

9 H=8'

LP LH TYP

4D

LP

9 H=8'

GRADING LIMITS

LP

SC

4S

SC

LP

2A

1A

2C

G

12+00

13+00 14+00 15+00

16+00 C1

4E

5 [E]

5 [E]

"C" 14+46.14 33.95' RT

END MGS (SFT-M)

EX CITY R/W

EX CITY R/W

H=3'+TSF

LH GATES

9 H=3'+TSF 9 H=8'

9 H=3'+TSF

9 H=8'

9 H=3'+TSF

REVISIONS

No. DESCRIPTION REVISED

BY:

APPROVED

BY: DATE PUBLIC WORKS DEPARTMENT

PREPARED FOR:

100 CIVIC CENTER WAY

CALABASAS, CA 91302

PHONE 818.224.1600 FAX 818.225.7338

WWW.CITYOFCALABASAS.COM

SHEET

DESIGNED BY:

DRAFTED BY:

CHECKED BY:

WEST CALABASAS ROAD

IMPROVEMENTS PROJECT

OF 51

Pl ot

: W ed

5.

Fe b.

6:

:1

PM

by

: S am

P ot ts c:

\B ox

\P ro je ct s\ ci cl b ca la ba sa s\ ci cl b.

.0 w es t c al ab as as ro ad

\2 E ng \!C

AD

\2

S he et s\

St re et Im p.

dw g

S. POTTS

M. IP

RECORD DRAWING

I HEREBY CERTIFY THAT THE WORK SHOWN ON DRAWING No. X THROUGH DRAWING No. X , MARKED AS "RECORD DRAWING", HAS

BEEN CONSTRUCTED IN CONFORMANCE WITH LINES AND GRADES

AS SHOWN ON SAID PLANS, DRAWINGS, REFERENCED

SPECIFICATIONS, AND APPROVED CHANGE ORDERS, AS INDICATED

IN THE REVISION BLOCK.

NAME INSPECTOR

SIGNATURE DATE

CURTIS CASTLE, P.E.

CITY ENGINEER / PUBLIC WORKS DIRECTOR DATE

ACCEPTED FOR CONSTRUCTION

DIAL TOLL FREE AT LEAST TWO

WORKING DAYS BEFORE YOU DIG

Know what's below.

Call before you dig.

UNDERGROUND SERVICE ALERT

OF SOUTHERN CALIFORNIA SIGNED

02/25/2026

100 E. Thousand Oaks Blvd., Suite 105, Thousand Oaks, CA 91360 805-692-6921 | www.mnsengineers.com

M. YANEZ

STATE OF CA L I FORN I A

Sam L Potts No. 92519

CIVIL ENGINEER

Exp 9/30/27

M

AT

C H

L

IN

E

- S

TA

1+

SE

E

SH

EE

T C

-1

0'20' 20'10'10'

SCALE: 1" = 20'

0'

STREET IMPROVEMENT PLAN

"C" 11+50 TO 16+50 C-2

tleger Curtis Castle Signature tleger

8" TREE

30" TREE

MBD 6I

MBD 6I

MBD 6I

MBD 6I

MBD 6I

UMH

"What secret messageare we putting in themiddle of theroundabout?""This is tough"

1+00

2+00

7+00

8+00 9+00

10+00

11+00

1+00

2+00

1+00

2+00

3+00

4+00 0+00

1+00

1+00

2+00

1+00

2+00

G L_

2+

.6

BC

"C

" 9 +4

3.

4.

' R

T

G L_

2+

.5

EC

"C

" 9 +4

5.

2.

' R

T

G L_

2+

.5

EC

"C

" 9 +3

0.

2.

' R

T

G L_

1+

.8

PC

C

"C " 8

+2 9.

.5 7'

R T

G L_

1+

.7

PC

C

"C " 8

+6 5.

5.

' R T

G L_

1+

.6

PR

C

"C " 9

+0 6.

3.

' R T

7+00

TC

_N

0+

.0

PI

"C

" 7 +4

9.

4.

' L

T

TC

_N

0+

.4

BC

"C

" 7 +9

5.

4.

' L

T

TC

_N

1+

.9

PC

C

"C " 9

+4 0.

5.

' L T

TC

_N

1+

.3

PR

C

"C " 8

+5 2.

.4 4'

L T

TC_N1 2+79.90 PI =

"M" 2+01.91 16.10' LT

TC_N1 2+59.61 EC =

"M" 1+81.81 18.89' LT

1+00

2+

GL_R 1+45.73 =

"M" 1+36.76 0.00'

GL_R 2+00.11 =

"C" 9+62.53 0.00'

TC_N2 0+00.00 BC =

"M" 2+01.91 16.07' RT

R42

GL_R -0+00.00 BEG =

"C" 9+75.75 28.34' RT

TC_N2 LINE

GL_3 LINE

TC_S LINE

TC_S LINE

GL_R LINE

GL_1 LINE

EX "C" CL

EX "M" CL

TC_N1 LINE

TC_N2 1+94.03 PRC =

"C" 11+58.13 20.00' LT

GL_3 6+50.36 PRC =

"C" 11+58.13 2.50' LT

WEST CALABASAS ROAD

M U

R

EA

U R

O A

D

GL_R 0+85.79 =

"C" 10+36.52 0.00'

GL_R 2+32.48 END =

"C" 9+75.75 28.34' RT

G L_

0+

.0

BE

G

"C " 9

+3 7.

.3 2'

L T

G L_

0+

.6

BC

"C

" 9 +1

4.

.5

1' R

T

G L_

1+

.5

PC

C

"C " 8

+3 0.

.7 5'

R T

G L_

0+

.4

PR

C

"C " 8

+4 9.

.7 7'

R T

G L_

2+

.6

EN

D

"C " 9

+3 7.

.3 2'

L T

G L_

2+

.9

BC

"C

" 9 +4

1.

.7

8' L

T

TC

_S

+0

0.

B C

"C

" 7 +4

9.

3.

' R

T

TC

_S

+8

5.

B C

"C

" 1 1+

.7

.4 2'

R T

TC

_S

+5

5.

E C

"C

" 1 0+

.8

.3 9'

R T

TC

_S

+7

0.

P R

C

"C " 8

+1 9.

2.

' R T

TC

_S

+6

0.

P R

C

"C " 9

+0 9.

7.

' R T

TC

_S

+2

0.

P R

C

"C " 9

+6 4.

2.

' R T

TC

_S

+9

4.

P R

C

"C " 1

0+

.4

.2

5' R

T

TC

_S

+0

5.

P R

C

"C " 1

1+

.2

.9

8' R

T

TC

_N

1+

.6

PR

C

"C " 1

1+

.0

.1

9' L

T

TC

_N

0+

.4

PC

C

"M " 1

+4 6.

4.

' R T

G L_

7+

.4

EN

D

"C " 1

0+

.5

6.

' L T

G L_

6+

.5

PR

C

"C " 1

1+

.0

1.

' R T

G L_

-0

+0 5.

B

C

"C " 1

0+

.7

.1

7' R

T

G L_

0+

.0

EC

"C

" 1 0+

.7

.5 6'

R T

EX "C" CL

TC_N1 LINE

TC_N2 LINE

EX "C" CL

C19C

C33

C35

C36

C21 C22 C24

C25

C26

C23

C34

SEE DETAIL M2 HEREON

G L_

-0

+2 5.

B

EG

"C " 1

0+

.5

6.

' L T

G L_

-0

+2 2.

E

C

"C " 1

0+

.4

4.

' L T

4" OAK12" OAK

8" OAK 10" OAK

8" OAK 66" OAK X2

6" TREE X2

30" PEP

5" TREE

5" OAK

55" OAK

UMH

UVLT

CPB

CPB

MBD 4I

MBD 4I MBD 4IMBD 4I

MBD 4I MBD 4I MBD 4I

PIPE 8"

12+00

13+00 14+00 15+00

2+00

3+00 4+00 5+00

5+00

6+00 7+00

1+00

2+00 3+00

TC_S 4+69.55 BC =

"C" 11+96.60 20.00' RT

TC_S 6+83.57 BC =

"C" 14+06.81 20.00' RT

TC_S 7+49.31 BC =

"C" 14+67.66 43.75' RT

TC_S 6+64.19 EC =

"C" 13+87.43 20.00' RT

TC_S 7+00.66 EC =

"C" 14+23.38 23.59' RT

TC_S 7+59.99 EC =

"C" 14+78.02 46.00' RT

TC_S 4+25.94 EC =

"C" 11+53.88 20.93' RT

4+005+00

6+00

TC_N2 LINE

GL_3 LINE

TC_S LINE

EX "C" CL

TC_S LINE

GL_3 LINE

TC_N2 LINE

TC_N2 4+95.09 PI =

"C" 14+63.78 20.00' LT

TC_N2 4+18.74 EC =

"C" 13+87.43 20.00' LT

TC_N2 1+94.03 PRC =

"C" 11+58.13 20.00' LT

GL_3 1+55.98 BC =

"C" 12+14.11 2.50' RT GL_3 3+73.20 BC =

"C" 14+30.90 2.50' RT

GL_3 4+21.64 BC =

"C" 13+87.43 2.50' LT

GL_3 3+29.73 EC =

"C" 13+87.43 2.50' RT

GL_3 3+88.75 EC =

"C" 14+20.32 2.50' LT

GL_3 3+77.35 PCC =

"C" 14+31.45 0.40' LT

GL_3 6+50.36 PRC =

"C" 11+58.13 2.50' LT

WEST CALABASAS ROAD

TC

_S

+0

5.

P R

C

"C " 1

1+

.2

.9

8' R

T "C

" 1 1+

.0

1.

' R

T

EX "C" CL

C36

C37

C38

C39

C

CURVE TABLE

CURVE #

C19

C20

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

C33

C34

C35

C36

C37

C38

C39

C40

RADIUS

284.50

2.50

120.50

185.50

84.50

1.50

3.50

135.50

2.00

449.50

1.50

49.50

234.50

3.50

3.50

1.50

92.50

332.50

997.50

1002.50

30.50

1.50

LENGTH

19.05

7.28

36.94

40.95

23.81

2.87

5.70

65.81

3.81

41.66

4.63

11.30

26.82

6.04

5.98

3.01

59.87

42.20

228.72

173.75

11.39

4.15

DELTA

3°50'12"

166°52'14"

17°33'53"

12°38'51"

16°08'43"

109°40'31"

93°22'43"

27°49'40"

109°05'04"

5°18'38"

177°01'39"

13°04'47"

6°33'12"

98°49'53"

97°51'34"

115°09'36"

37°05'03"

7°16'19"

13°08'15"

9°55'49"

21°24'12"

158°35'48"

GL_2 0+99.34 BC =

"M" 1+57.08 5.22' RT

GL_2 0+88.23 EC =

"M" 1+55.52 5.79' LT

GL_2 LINE

EX "M" CL

M U

R

EA

U R

O A

D

G L_

0+

.0

BE

G

"M " 1

+6 1.

.0 8'

R T

G L_

0+

.8

PC

C

"M " 1

+8 7.

.7 7'

R T

G L_

0+

.7

PR

C

"M " 1

+9 9.

.9 7'

L T

G L_

0+

.4

PR

C

"M " 1

+5 7.

.0 3'

L T

G L_

0+

.1

PR

C

"M " 1

+9 8.

.0 2'

R T

G L_

1+

.3

EN

D

"M " 1

+6 1.

.0 8'

R T

C27

C29

C

C

C

C3

REVISIONS

No. DESCRIPTION REVISED

BY:

APPROVED

BY: DATE PUBLIC WORKS DEPARTMENT

PREPARED FOR:

100 CIVIC CENTER WAY

CALABASAS, CA 91302

PHONE 818.224.1600 FAX 818.225.7338

WWW.CITYOFCALABASAS.COM

SHEET

DESIGNED BY:

DRAFTED BY:

CHECKED BY:

WEST CALABASAS ROAD

IMPROVEMENTS PROJECT

OF 51

Pl ot

: M on

3.

O ct

.2

1:

:3

PM

by : S am P ot ts c:

\B ox \P ro je ct s\ ci cl b ca la ba sa s\ ci cl b.

.0 w es t c al ab as as ro ad \2

E ng

\!C

AD

\2 S he et s\ Pr of ile

.d w g

S. POTTS

M. IP

RECORD DRAWING

I HEREBY CERTIFY THAT THE WORK SHOWN ON DRAWING No. X THROUGH DRAWING No. X , MARKED AS "RECORD DRAWING", HAS

BEEN CONSTRUCTED IN CONFORMANCE WITH LINES AND GRADES

AS SHOWN ON SAID PLANS, DRAWINGS, REFERENCED

SPECIFICATIONS, AND APPROVED…