CI_5768_Plans_&_Drawing_#26-03A.pdf

PDF 14 MB Posted Jun 18, 2026

Attached to: CI 5768 - Landscape Improvement Citywide Lynn Rd. & W. Hillcrest Dr. Monument Sign
Solicitation number: 2025/2026-27
Issued by: Ventura County, California

About this file

Written by GovTribe AI · Jun 25, 2026

This document consists of a set of construction plans and drawings for the City of Thousand Oaks, California, for Project CI 5768, a landscape improvement project located at the northeast corner of Lynn Road and West Hillcrest Drive. The project encompasses removal of existing turf, electrical work to replace lighting fixtures, repair and painting of existing cement stucco walls, removal and replacement of the existing irrigation system, landscape grading, planting, and a 90-day plant establishment period at the turf-landscaped areas adjacent to the City of Thousand Oaks Monument Sign. The plans include detailed specifications for demolition, landscape construction and grading, irrigation installation, electrical lighting, and planting. Key project elements include the preservation of four existing trees (one Coast Redwood and three oak trees), installation of landscape boulders, construction of a sand filter bioswale for stormwater management, installation of new irrigation with multiple hydrozones covering 8,884 square feet, and replacement of exterior lighting fixtures. The contractor must possess a valid California C27 Landscaping Contractor License and is required to call Underground Service Alert at least two days prior to construction and no more than seven days before beginning work.

The project specifications require the contractor to comply with the City of Thousand Oaks Department of Public Works standards, the Standard Specifications for Public Works Construction (SSPWC), and all applicable state and local regulations including Cal/OSHA safety standards and NPDES stormwater pollution prevention requirements. The contractor assumes full responsibility for identifying and protecting all underground utilities and structures, with liability for any damage caused to existing utilities. Construction noise is limited to 9:00 AM to 4:00 PM, Monday through Friday, and the contractor must implement dust and erosion control measures throughout the construction period. Irrigation design calculations demonstrate an annual estimated water use of 110,656 gallons, which meets the California Maximum Applied Water Allowance (MAWA) requirement of 127,405 gallons for the 8,884-square-foot irrigated landscape area. A third-party irrigation auditor will be contracted by the City at substantial completion to perform a MWELO irrigation audit, with the contractor required to implement any necessary modifications at no additional cost. The contractor must provide certified as-built plans upon project completion and deliver a certificate of completion signed by either the landscape design professional or the licensed landscape contractor.

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Other files

File	Type	Posted
CI_5768_-_Landscape_Improvement_Citywide_Lynn_Rd._&_W._Hillcrest_Dr._Monument_Sign_(Addendum_#1_Revision).pdf	PDF	Jul 10, 2026
CI_5768_-_Landscape_Improvement_Citywide_Lynn_Rd._&_W._Hillcrest_Dr._Monument_Sign.pdf	PDF	Jun 19, 2026
CI_5768_Specification_2025_2026-27.pdf	PDF	Jun 18, 2026
Vicinity_and_Location_Map.pdf	PDF	Jun 16, 2026

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PROJECT SITE

CITY OF THOUSAND OAKS DWG. NO. 26-03A SHEET __ OF __

CITY OF THOUSAND OAKS

H. TED GERBER, CITY ENGINEER

DATEENGINEERING DIVISION MANAGER

CITY OF THOUSAND OAKS

DATEDATE

DRAWN BY

CHECKED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTION

Know what's below Call before you dig.

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

CS-0.01

MONUMENT SIGN LANDSCAPE AT LYNN RD. & WEST

HILLCREST DR. PROJECT CI 5768

1 13

#6047

ARCH

Renewal Date

Date

Signature

ECIL

LAN

S APC E

3/31/2028

IGREBH.J.CIRE

06/15/2026

461 East Main Street, Ventura, CA 93001

805.644.9697 www.pc-ld.com

BM,EB

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

COVER SHEET

LANDSCAPE IMPROVEMENTS CITYWIDE

LYNN RD. & WEST HILLCREST DR.

MONUMENT SIGN

CI 5768

SITE MAP

SCALE: 1" = 300'-0"

NOTICE TO CONTRACTOR:

CONTRACTOR SHALL POSSES A VALID C27 LANDSCAPING CONTRACTOR LICENSE

IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CALL THE USA

UNDERGROUND ALERT FOR LOCATION OF EXISTING UNDERGROUND UTILITIES NO

LESS THAN TWO DAYS NOR MORE THAN SEVEN DAYS PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY DAMAGE DONE

TO EXISTING UTILITIES DURING CONSTRUCTION

VICINITY MAP

NO SCALE

PUBLIC WORKS DEPARTMENT

101 FREEWAY

R D

RD.

R D

WESTLAKE

RD.

OAKS

OLSEN RD.

M O

O R

BLVD.

LYNN

RD.

LYNN

HILLCREST

DR.

HILLCREST DR.

THOUSAND

BLVD.

BORCHARD RD.

RANCHO

NEJO

BLVD.

KANAN

RD.

JANSS

ARBOLES

AVENIDA

LOS

N O

R D

POTRERO

RD.

CERTIFICATE OF "RECORD DRAWINGS"

I __________________________ HEREBY CERTIFY, BASED ON MY FIELD OBSERVATION OR

INFORMATION PROVIDED BY THE OWNER AND GENERAL CONTRACTORS THAT THE WORK

ON SHEET NO'S _______ THROUGH _______ MARKED AS "RECORD DRAWING" HAS BEEN

CONSTRUCTED IN SUBSTANTIAL COMPLIANCE WITH THESE PLANS, SPECIFICATIONS,

REVISIONS, CHANGE ORDERS, AND FIELD CHANGES.

REGISTERED CIVIL ENGINEER RCE NUMBER EXP. DATE

(SIGNATURE)

DATE

SPECIFICATION NO. 2025/2026 - 27

CITY COUNCIL

CITY ENGINEER

H. TED GERBER

NADER HEYDARI

PUBLIC WORKS DIRECTOR

AL ADAMDAVID NEWMAN

BOB ENGLER

CITY MANAGER

ANDREW P. POWERS

C. TIE GUTIERREZ

PUBLIC UTILITIES WITHIN CITY OF THOUSAND OAKS

WATER:

SPECTRUM

5142 CLARETON DRIVE

AGOURA HILLS, CA 91301

805-494-7013

THOUSAND OAKS, CA 91361

3589 FOOTHILL DRIVE

SOUTHERN CALIFORNIA EDISON COMPANY

BOB MIGLIORE

GAS:

CABLE TV:

ELECTRICITY:

TELEPHONE:

THOMAS MINTER

818-575-7064

JASON EISEL

201 FLYNN ROAD

CAMARILLO, CA 93012

805-233-1472

SOUTHERN CALIFORNIA GAS COMPANY

9400 OAKDALE AVENUE

CHATSWORTH, CA 91311

805-795-4593

FRONTIER

201 FLYNN ROAD

CAMARILLO, CA 93010

THOMAS PEARSON

805-445-9116

ELISABETH PANIAGUA

MIKEY TAYLOR, MAYOR

PROJECT SITE

SHEET INDEX:

PAGE SHEET NO. SHEET TITLE

1 CS-0.01 COVER SHEET

2 CS-0.02 GENERAL NOTES

3 CS-0.03 SCHEMATIC RENDERINGS

4 LD-0.02 DEMOLITION PLAN

5 LC-1.01 LANDSCAPE CONSTRUCTION & GRADING PLAN

6 LI-0.01 IRRIGATION NOTES AND SCHEDULES

7 LI-1.01 IRRIGATION PLAN

8 LI-2.01 IRRIGATION DETAILS

9 LI-3.01 IRRIGATION CALCULATIONS

10 E0.1 ELECTRICAL SPECS SYMBOLS ONE LINE

11 E1.0 LIGHTING PLAN

12 LP-1.01 PLANTING PLAN

13 LP-2.01 PLANTING DETAILS AND NOTES

CALIFORNIA AMERICAN WATER COMPANY

2439 W. HILLCREST DRIVE

NEWBURY PARK, CA 91320

EMANUEL BARAJAS

805-432-5750

805-376-5033

BRET SHERMAN

THOUSAND OAKS, CA 91362

2100 EAST THOUSAND OAKS BOULEVARD

CITY OF THOUSAND OAKS

WASTEWATER:

HILL

CREST

DRIVE

LYNN RO

VENTURA FREEWAY 101

LYNN RO

CALLE SEQ

CALLE YUCCA

RAQUET C

LUB LN

WOODLA

WN D

HILLCREST DRIVE

06/16/2026

Shamir Shahamiri 6/16/2026

06-18-2026

CITY OF THOUSAND OAKS

H. TED GERBER, CITY ENGINEER

DATEENGINEERING DIVISION MANAGER

CITY OF THOUSAND OAKS

DATEDATE

DRAWN BY

CHECKED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTION

Know what's below Call before you dig.

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

CS-0.02

MONUMENT SIGN LANDSCAPE AT LYNN RD. & WEST

HILLCREST DR. PROJECT CI 5768

2 13

#6047

ARCH

Renewal Date

Date

Signature

ECIL

LAN

S APC E

3/31/2028

IGREBH.J.CIRE

06/15/2026

461 East Main Street, Ventura, CA 93001

805.644.9697 www.pc-ld.com

BM,EB

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

GENERAL NOTES

10.

11.

12.

13.

14.

15.

16.

17.

ALL WORK ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF THOUSAND OAKS DEPARTMENT OF PUBLIC WORKS ROAD DESIGN AND CONSTRUCTION STANDARDS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC), AND IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. ALL REFERENCED SPECIFICATIONS AND DETAILS SHALL BE PART OF THE CONTRACT DOCUMENTS, AND STANDARD PLANS AND SPECIFICATIONS ARE MADE A PART

HEREOF AS IF SPELLED OUT IN THEIR ENTIRETY HEREON.

VERIFY DIMENSIONS AND CONDITIONS AT THE SITE BEFORE STARTING WORK. ANY CONFLICT BETWEEN DETAILS OR DIMENSIONS ON THE DRAWINGS SHALL BE REPORTED PROMPTLY TO THE OWNER REPRESENTATIVE AND THE LANDSCAPE ARCHITECT OF RECORD WHO WILL DETERMINE THE INTENT OF THE DRAWINGS. THE CONTRACTOR SHALL PREPARE A STAKING PLAN AND SURVEY TO VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE CITY REPRESENTATIVE.

ALL REQUIRED PERMITS AND NECESSARY CITY AND DISTRICT BUSINESS LICENSE(S) SHALL BE OBTAINED BY THE CONTRACTOR PRIOR

TO BEGINNING CONSTRUCTION AND BE PRESENT ON SITE AT ALL TIMES.

DURING ALL PHASES OF CONSTRUCTION, INCLUDING SUSPENSION OF WORK, UNTIL FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBSERVE, FOLLOW AND IMPLEMENT ALL THE REQUIREMENTS OF THE NPDES AND STORMWATER POLLUTION PREVENTION PROGRAM AND KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. THE CONTRACTOR SHALL ALSO ABATE DUST NUISANCE BY CLEANING, SWEEPING AND SPRINKLING WITH WATER AND USING DUST FENCES OR OTHER METHODS

AS DIRECTED BY THE PROJECT REPRESENTATIVE THROUGHOUT THE CONSTRUCTION OPERATION.

THE CONTRACTOR SHALL KEEP A STRICT RECORD OF ALL OWNER AND CITY APPROVED CHANGES AND SUBMIT THIS RECORD TO THE OWNER REPRESENTATIVE. THE CONTRACTOR SHALL ALSO COORDINATE TRANSFERRING "AS-BUILT" INFORMATION ON THE CONTRACT DRAWINGS AND DELIVER THE CERTIFIED "AS-BUILT" PLANS TO THE OWNER REPRESENTATIVE BEFORE THE RELEASE FOR

OCCUPANCY OR FINAL ACCEPTANCE OF THE PROJECT SHALL BE FILED.

WHEN THE WORK OR ANY PORTION OF IT IS SUFFICIENTLY COMPLETE TO BE UTILIZED OR PLACED INTO SERVICE, THE CITY/OWNER SHALL HAVE THE RIGHT UPON WRITTEN NOTIFICATION TO THE CONTRACTOR TO UTILIZE SUCH PORTIONS OF THE WORK AND TO PLACE THE OPERABLE PORTIONS INTO SERVICE AND TO OPERATE SAME. UPON SAID NOTICE AND COMMENCEMENT OF UTILIZATION OR OPERATION BY THE CITY, THE CONTRACTOR SHALL BE RELIEVED OF THE DUTY OF MAINTAINING THE PORTIONS SO UTILIZED OR PLACED INTO OPERATION; PROVIDED, HOWEVER, THAT NOTHING IN THIS NOTE SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR OF THE FULL RESPONSIBILITY FOR COMPLETING THE WORK IN ITS ENTIRETY, FOR MAKING GOOD ANY DEFECTIVE WORK AND MATERIALS RESULTING FROM THIS CONSTRUCTION, FOR PROTECTING THE WORK FROM DAMAGE, AND FOR BEING

RESPONSIBLE FOR DAMAGE.

UNTIL THE ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL HAVE THE RESPONSIBLE CHARGE AND CARE OF THE WORK AND OF THE MATERIALS TO BE USED THEREIN (INCLUDING MATERIALS FOR WHICH HE HAS RECEIVED PARTIAL PAYMENT OR MATERIALS WHICH HAVE BEEN FURNISHED BY THE CITY OR OWNER) AND SHALL BEAR THE RISK OF INJURY, LOSS, OR DAMAGE TO ANY PART THEREOF BY THE ACTION OF ELEMENTS OR FROM ANY OTHER CAUSE, WHETHER ARISING FROM THE EXECUTION OR

FROM THE NON-EXECUTION OF THE WORK.

DESIGNATE AND KEEP ON THE PROJECT AT ALL TIMES WHILE WORK IS BEING PERFORMED A COMPETENT SUPERINTENDENT WHO SHALL NOT BE REPLACED WITHOUT A WRITTEN NOTICE TO THE OWNER REPRESENTATIVE. THE SUPERINTENDENT WILL BE THE CONTRACTOR'S REPRESENTATIVE AT THE SITE AND SHALL HAVE AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR. ALL COMMUNICATIONS GIVEN TO THE SUPERINTENDENT SHALL BE AS BINDING AS IF GIVEN TO THE CONTRACTOR. DURING PERIODS WHEN THE WORK IS SUSPENDED, MAKE APPROPRIATE ARRANGEMENTS FOR ANY EMERGENCY WORK WHICH MAY BE REQUIRED.

IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK, AND THE CONTRACTOR SHALL FULLY COMPLY WITH ALL STATE, FEDERAL AND OTHER LAWS, RULES, REGULATIONS, AND ORDERS RELATING TO SAFETY OF WORKERS AND ALL OTHERS. THIS MAY INCLUDE THE ISSUANCE OF

PERSONAL PROTECTIVE EQUIPMENT.

AEROSOL PAINTS AND COATINGS SHALL MEET THE PWMIR LIMITS FOR ROC IN SECTION 94522(a)(3) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(c)(2) AND (d)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE VENTURA COUNTY AIR POLLUTION CONTROL DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8 RULE 49.

CONTRACTOR SHALL FIELD VERIFY ALL CONTROLLING DIMENSIONS PRIOR TO ORDERING MATERIALS AND COMMENCING WORK.

CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION ON INDUSTRIAL RELATIONS (CAL/OSHA OR DOSH) SAFETY STANDARDS, IN ACCORDANCE WITH SECTION 5-7 OF THE SSPWC. CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM

CAL/OSHA IF REQUESTED BY THE INSPECTOR.

AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE REGIONAL NOTIFICATION CENTER (UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1-800-227-2600) AND REQUEST THAT UTILITY OWNERS MARK OR OTHERWISE INDICATE THE FACILITIES ON SITE. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO

PROTECT ALL UTILITIES AND ALL STRUCTURES FOUND AT THE SITE.

THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID INJURY TO EXISTING IMPROVEMENTS OR FACILITIES, UTILITY FACILITIES, ADJACENT PROPERTY, AND TREES AND SHRUBBERY THAT ARE NOT TO BE REMOVED. ALL DAMAGE CAUSED TO PUBLIC STREETS, INCLUDING HAUL ROUTES, ALLEYS, SIDEWALKS, CURBS OR STREET FURNISHINGS, OR TO PRIVATE PROPERTY SHALL BE REPAIRED AT THE SOLE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE. EXISTING TREES AND SHRUBS TO REMAIN AND TO BE PROTECTED SHOULD BE MARKED DURING A JOB WALK WITH THE CONTRACTOR AND THE LANDSCAPE ARCHITECT AND/OR CITY'S REPRESENTATIVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES BEFORE STARTING WORK (SEE PROJECT SPECIFICATONS FOR MINIMUM NOTICE).

ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR THOSE SHOWN ON RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE CONTRACTOR, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, UNDERSTANDS THAT HE AGREES TO ASSUME THE LIABILITY, AND AGREES TO HOLD THE OWNER AND CITY HARMLESS FOR ANY LIABILITY FOR DAMAGE RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE OWNER OR CITY, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, OR LOCATED AT

VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED.

UTILITIES HAVE BEEN LOCATED TO THE BEST OF THE ENGINEER'S ABILITY AND FROM DATA AND RECORDS FURNISHED BY THE REPRESENTATIVES OF THE VARIOUS UTILITIES. IT SHALL BE THE SOLE DUTY AND RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN THE TRUE LOCATION OF AND IDENTIFY ANY/ALL UNDERGROUND UTILITIES AND VERIFY ALL CONDITIONS ON THE JOB SITE.

CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING

FACILITIES.

ABBREVIATIONS:

# Number FD Floor Drain or Fire Department PA Planting Area & And FDN Foundation PCC Pre-Cast Concrete @ At FEC Fire Extinguisher Cabinet PI Point of Intersection

FF Finish Floor PIP Protect in Place A/C Air Conditioner FFE Finish Floor Elevation PL Property Line AC Asphalt Concrete FG Finish Grade PLUMB Plumbing ACT Acoustic Ceiling Tile FH Fire Hydrant PLYD Plywood AD Area Drain FIXT Fixture POC Point of Connection AFF Above Finished Floor FL Flow Line POVC Point of Vertical Curve AGG Aggregate FLR Floor PREP Preparation ALIGN Alignment FM Filled Metal PSI Pounds per Square Inch APPROX Approximate FND Foundation PT Pressure Treated ARCH Architect(ural) FOB Face of Building PT Point of Tangency

FOC Face of Curb PVC Polyvinyl Chloride BC Bottom of Curb FOF Face of Finish PVI Point of Vertical Intersection BCR Beginning of Curve Radius FOS Face of Step PVMT Pavement BD Board FOW Face of Wall BF Bottom of Fence FS Finish Surface R/W or ROW Right of Way BL Base Line FTG Footing RAD Radius BLDG Building RCP Reinforced Concrete Pipe BM Benchmark G Gas RE Rim Elevation BOC Back of Curb GA Gauge RECPT Receptacle BOP Bottom of Pipe GALV Galvanized REF Reference BOR Bottom of Ramp GB Grade Break REINF Reinforced BOS Bottom of Slope GC General Contractor REQ Required BOT Bottom GR Grade REV Revision BS Bottom of Step RM Room BVC Beginning of Vertical Curve HB Hose Bib RP Radius Point BW Bottom of Wall HDR Header BYND Beyond HI High S South

HORIZ Horizontal SCH Schedule CAB Crushed Aggregate Base HP High Point SF Square Feet CB Catch Basin HR Hour SHT Sheet CFS Cubic Feet per Second HT Height SIM Similar CHNL Channel HVAC Heating, Ventilating, and SIM Similar CI Cast Iron Air Conditioning SPEC Specified OR Specification CIP Cast-in-Place SQ Square CIP Cast In Place SS Stainless Steel CJ Control Joint ID Inside Diameter STA Station CLR Clearance IJ Isolation Joint STD Standard CMB Crushed Miscellaneous Base ILO In Lieu Of STL Steel CMP Corrugated Metal Pipe IN Inch STRUCT Structure or Structural CMU Concrete Masonry Unit INT Interior SW Sewer CO Cleanout INV Invert COL Column T/D Telephone/Data CONC Concrete JB Junction Box TBD To Be Determined CONT Continuous JT Joint TC Top of Curb

TD Top of Drain DBL Double LB Pound TELE Telephone DEMO Demolish or Demolition LF Linear Feet TF Top of Fence DET Detail LO Low THK Thick DI Drain Inlet LOW Limit of Work TOB Top of Beam DIA Diameter LP Low Point TOC Top of Cap DIAG Diagonal TOR Top of Ramp DIM Dimension MAX Maximum TOS Top of Slope DN Down MECH Mechanical TS Top of Step DR Door MH Manhole TW Top of Wall DWG Drawing MIN Minimum TYP Typical

MISC Miscellaneous E East MTL Metal UNO Unless Noted Otherwise EA Each EJ Expansion Joint N North VERT Vertical EL Elevation NIC Not In Contract VIF Verify In Field ELEC Electrical NO Number ELEV Elevator or Elevation NOM Nominal W West ENCL Enclosure NTS Not To Scale W/ With EQ Equal W/O Without EVC End Vertical Curve OC On Center WC Water Closet EX OR (E) Existing OD Outside Diameter WI Wrought Iron EXP JT Expansion Joint OE Or Equal WP Waterproof EXT Exterior OPP Opposite WS Water Surface

COORDINATION NOTES

THIS PLAN SET SHALL BE USED FOR OVERALL COORDINATION AND REFERENCE FOR EXISTING SUBSURFACE UTILITIES. CONTRACTOR TO REFER TO INDIVIDUAL PLANS BY LANDSCAPE ARCHITECT FOR ACTUAL DESIGN DETAILS AND REQUIREMENTS. IT IS HOWEVER THE CONTRACTOR'S RESPONSIBILITY TO FULLY EXAMINE THE ENTIRE CONTRACT DOCUMENTS AND ALL DRAWINGS, AND IDENTIFY ANY DISCREPANCIES. IN THE EVENT OF

ANY CONFLICTS, THE MORE STRINGENT OPTION SHALL BE INCLUDED IN THE PROJECT BID.

ALL CIVIL CONSTRUCTION WILL BE INSPECTED BY THE CITY. ANY DEVIATIONS FROM THE CITY STANDARDS

SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO THE CITY ACCEPTANCE.

CONTRACTOR IS FULLY RESPONSIBLE TO COORDINATE WITH SCE FOR ALL REQUIRED TIE-INS AND INSPECTIONS, CITY IS NOT RESPONSIBLE FOR ANY DELAYS OR COSTS ASSOCIATED WITH LACK OF TIMELY

INSPECTIONS.

CONSTRUCTION NOTES

CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRICAL CONDUIT, IRRIGATION PIPE, AND UTILITY BOXES TO AVOID CONFLICTS WITH FOOTING, DRAINAGE AREAS, OR INSTALLATION OF AMENITIES SUCH AS

BOLLARDS, BOULDERS, BENCHES, AND ROOF DRAINS.

FINISH GRADE IN PLANTER AREAS SHALL BE 3" BELOW ADJACENT FINISH SURFACE, TYPICAL.

PRESERVE AND PROTECT ALL TREES THAT ARE TO REMAIN. DAMAGED TREES ARE TO BE REPLACED IN KIND AND SIZE AT CONTRACTOR'S EXPENSE. SEE DEMOLITION AND TREE PROTECTION PLAN FOR MORE DETAIL.

ALL MANUFACTURER SPECIFIED ITEMS TO BE PROVIDED AS SPECIFIED OR AN APPROVED EQUAL SUBMITTED

AND APPROVED PRIOR TO PROCUREMENT AND INSTALLATION.

GENERAL GRADING NOTES

10.

11.

12.

CONTOURS ON THE PLAN ARE ILLUSTRATED AT 1-FOOT INTERVALS.

GRADING SUPERVISION REQUIREMENTS SHALL BE COMPLIED WITH AS FOLLOWS:

A. LINE AND GRADE STAKES SHALL BE SET BY A CALIFORNIA LICENSED SURVEYOR HIRED BY THE

CONTRACTOR UNDER THE GENERAL SUPERVISION OF THE CITY REPRESENTATIVE.

B. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PREPARE RECORD DRAWINGS AND SUBMIT A REPORT INDICATING THAT THE IMPROVEMENTS HAVE BEEN COMPLETED IN SUBSTANTIAL

CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.

C. THE CITY REPRESENTATIVE AND PROJECT INSPECTOR SHALL PROVIDE GENERAL REVIEW OF THE GRADING

AND SUBGRADE PREPARATION, PERFORM COMPACTION TESTING.

NOISE GENERATING CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 9:00 AM TO 4:00 PM, MONDAY THROUGH FRIDAY. CONSTRUCTION EQUIPMENT MAINTENANCE SHALL BE LIMITED TO THE SAME HOURS. STATIONARY CONSTRUCTION EQUIPMENT THAT GENERATES NOISE WHICH EXCEEDS 65 dBA AT THE PROJECT BOUNDARIES SHALL BE SHIELDED TO THE CITY'S SATISFACTION AND SHALL BE LOCATED AT A

MINIMUM OF 50 FEET FROM OCCUPIED BUILDINGS.

SURFACE IMPROVEMENT AREAS SHALL BE PREPARED FOR CONSTRUCTION BY REMOVING SURFACE AND UNDERGROUND IMPROVEMENTS, I.E. PIPELINES, CONDUITS, ETC., VEGETATION, LARGE ROOTS, DEBRIS, AND OTHER DELETERIOUS MATERIALS. EXISTING UTILITY LINES THAT WILL NOT REMAIN IN SERVICE SHALL BE EITHER

REMOVED OR ABANDONED, IF APPROVED BY THE CITY'S REPRESENTATIVE.

VOIDS CREATED BY THE REMOVAL OF MATERIALS OR UTILITIES DESCRIBED ABOVE SHALL BE CALLED TO THE ATTENTION OF THE CITY'S REPRESENTATIVE. NO FILL SHALL BE PLACED UNLESS THE UNDERLYING SOIL HAS

BEEN OBSERVED BY THE CITY'S REPRESENTATIVE.

VOIDS CREATED BY DISLODGING COBBLES AND/OR DEBRIS DURING SCARIFICATION SHALL BE BACKFILLED AND COMPACTED, AND THE DISLODGED MATERIALS SHOULD BE REMOVED FROM THE AREA OF WORK.

EARTH MOVING AND WORKING OPERATIONS SHALL BE CONTROLLED TO PREVENT WATER FROM RUNNING INTO EXCAVATED AREAS. EXCESS WATER SHALL BE PROMPTLY REMOVED AND THE SITE KEPT DRY.

THE COMPACTION STANDARD SHALL BE PER ASTM D 1557-12 METHOD OF COMPACTION AND THE LATEST

EDITION OF THE GREEN BOOK SSPWC.

BEFORE BEGINNING WORK REQUIRING EXPORTING OR IMPORTING MATERIALS, THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY FOR HAUL ROUTES USED AND METHODS PROVIDED TO MINIMIZE THE

DEPOSIT OF SOILS ON CITY ROADS.

NO GRADING SHALL OCCUR UNLESS APPROVED EROSION CONTROL AND SEDIMENT CONTROL MEASURES ARE IN PLACE. DISCHARGES OF SEDIMENT FROM THE PROJECT SITE MAY RESULT IN A "STOP WORK ORDER".

CONTRACTOR TO REVIEW THE GRADING AND DRAINAGE PLAN FOR GRADES AND CONTOURS AND MAY MAKE ADJUSTMENTS FROM THE APPROVED GRADING DESIGN AFTER RECEIVING THE CITY REPRESENTATIVE'S

APPROVAL.

CONTRACTOR SHALL PROVIDE EROSION CONTROL PLAN WITH PROPOSED BMPs TO CITY FOR REVIEW AND

APPROVAL PRIOR TO COMMENCING WITH CONSTRUCTION OPERATIONS.

06.05.2026

06/16/2026

RENDER VIEW 01: BIRD'S EYE VIEW

CITY OF THOUSAND OAKS

H. TED GERBER, CITY ENGINEER

DATEENGINEERING DIVISION MANAGER

CITY OF THOUSAND OAKS

DATEDATE

DRAWN BY

CHECKED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTION

Know what's below Call before you dig.

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

CS-0.03

MONUMENT SIGN LANDSCAPE AT LYNN RD. & WEST

HILLCREST DR. PROJECT CI 5768

3 13

#6047

ARCH

Renewal Date

Date

Signature

ECIL

LAN

S APC E

3/31/2028

IGREBH.J.CIRE

06/15/2026

461 East Main Street, Ventura, CA 93001

805.644.9697 www.pc-ld.com

BM,EB

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

SCHEMATIC RENDERINGS

RENDER VIEW 02: LOOKING NORTH AT INTERSECTION OF LYNN ROAD AND HILLCREST DRIVE

***RENDERINGS FOR REFERENCE ONLY- NOT FOR CONSTRUCTION

06/16/2026

C O N C W

CONC WALK

GRASS

CONC WALK

RAMP

L C A B

R A

O N C

GRASS

DIRT

GRASS

C O N C W

DIRT

WOODCHIPS

W O

O D

C H

N D

S C A

N G

TXR

L C A B

TOE

(CO

(E) (E)(E)

(E)

LYN

T D R

CONC PAD

CHAIN LINK CONNECTING BOLLARDS

BREAK IN CURB/WALL

CP 1

CP 4

CP 6

651.21

BS CP1

659.14

FW B H0.5

658.78

657.72

657.22

657.30

LIP

TSPB

658.14

FOU

657.80

657.56

FOUL

657.34 TC

656.84 FC

656.86

LIP EC BC

656.90

656.40

656.46

LIP

656.28

LIP EC BC 656.25 FC

656.76 TC

657.10

FW E

657.28

CONC B

657.33

657.24

CONC

657.22

CONC E CLS

BFP

IRPB

656.52

656.01

656.06

LIP

655.80

LIP EC

655.72 FC

656.23 TC

657.52

WUL B

656.89

WUL E

656.76

WUL

656.62

EUL B

656.75

EUL1 B

656.46

EUL1 E EUL

655.39

EUL

655.00

EUL

654.44

EUL

654.14

EUL

654.45

EUL

EUEU

654.40

EUL

654.52

EUL

654.05

EUL

654.22

EUL

654.41

EUL

654.59

EUL

654.80

EUL

655.06

EUL

655.44

EUL 3FT2IN

655.82

EUL

656.03

EUL

656.01

EUL

656.27

EUL

656.92

EUL

657.75

EUL

657.16

EUL

656.38

EUL

656.80

EUL

656.79

EUL

656.32

WUL

656.27

FOUL

IRPB

656.03

WUL

655.98

FOUL

655.51

FOUL 8IN

655.44

WUL

654.81

WUL

654.79

FOUL

654.64

WULWU

IRPB

654.50

FOUL

FOU

CPB

FOU

652.93

FOUL

FOU

TSPB

654.09

EVT B

653.87

EVT

653.95

EVT

654.18

EVT E CLS

EMH

654.00 RIM

655.47

LIP

655.36

655.89

656.05

CONC B

656.09

CONC

656.9

656.51

656.19

655.22 TC

654.68 FC

654.76

LIP

655.39

654.86

654.65 TC

654.12 FC7142

654.24

LIP BC

653.68

LIP

653.52 FC

654.02 TC

654.26

653.78

653.55

TC EC BC

653.04

FC EC BC

653.17

LIP EC BC

652.64

LIP

652.51 FC

653.02 TC

652.59

TC EC

652.06

FC EC

652.18

LIP EC

651.71

LIP BC

651.60 FC652.11 TC

651.95

651.45

651.48

LIP

651.25

LIP EC BC

651.13 FC

651.61 TC

CPB

653.44

653.12

653.35

GB B653.51

653.64

CONC1

653.54

652.89

GB EW E

653.64 CONC

652.89 GB

652.57

EW B GB E CLS

653.60

CONC1 E CLS

652.99

EUL1

653.33

EUL1

653.50

EUL1

653.90

EUL1 B

653.49

EUL1

653.24

EUL1 6IN

652.59

EUL1

652.10

EUL1

651.89

EUL1

651.78

EUL1

651.61

EUL1

651.81

EUL1

651.70

EUL1

TSPB

652.15

EUL1

652.58

EUL1

652.27

EUL1

652.57

EUL1 E

651.21

BS CP1

653.58

CAB B

653.61

CAB

653.54

CAB E RECT

652.46

EW BC

652.05

651.70

651.29

651.02

EW EC BC

650.94

650.99

650.90 TC

650.89 FC

650.90

LIP

650.83

LIP EC BC

650.78 FC

650.80 TC

651.10

650.59

650.64

LIP

650.39

LIP EC BC

650.27 FC

650.84 TC

650.76

650.14

650.26

LIP

650.14

LIP EC649.97 FC

650.68 TC

650.65

649.89

649.92

650.67

650.24

LIP

650.32

LIP649.99 FC

650.73 TC

650.82

TC BC

650.14

FC BC

650.30

LIP

650.30

LIP BC

650.54

LIP

650.46

651.00

651.24 TC

650.71 FC 7251

650.81

LIP EC BC

651.08

LIP

650.95

651.46

651.71 TC

651.19 FC

651.34

LIP EC

651.54

LIP

651.40

651.93

651.78

LIP EC BC

651.65 FC

652.16 TC

652.45

651.92

652.05

LIP

652.29

LIP E EC

652.15 FC

652.67 TC

652.86

EW1 B BC

652.90

CUL B

652.59

CUL

652.62

CU 2FT6IN

652.37

652.08

EW1

652.36

CUL

TSPB

651.93

652.16

CUL

651.97

EW1

652.41

652.95

EW1

653.36

EW1 EC

SDMH

650.77 RIM

651.10

651.29

EW BC

651.62

652.01

CUL 2FT9IN

652.36

CUL

651.92

CUL

651.59

GB B

651.33

650.90

650.86

GB3 B

651.26

651.15

GB E

651.29

EUL1

651.35

EUL1

652.00

EUL1

651.85

EUL17312

651.72

EUL1

650.96

EUL1 BEU

TSPB

651.29

EUL1

651.32

EUL1 E

650.39

EUL1

652.62

CONC1 653.09

653.32

CONC1 BC 7326

654.16

CONC1

654.83

655.15

655.18

655.08

655.03

654.95

654.96

655.00

CONC1 7335

655.04

CONC1 EC BC

655.07

CONC1

655.27

CONC1 E EC CONC2 E

656.5

657.03

TW B BC H.95

656.8

657.22

657.94

FW EC BC

658.18

658.90

FW EC BC

659.7

660.34

660.2

660.32

660.4

660.21

FW EC BC

659.92

659.4

658.64

657.46

656.1

655.50

FW EC BC

655.41

655.35

FW EC E

657.30

EUL1

659.13

EUL1

659.63

EUL1

659.63

EUL1

658.67

EUL1

658.10

EUL1

657.77

EUL1

656.69

EUL

656.02

WUL1

656.82

WUL1 E WUL B

657.19

WUL

657.67

WUL

658.39

WUL

659.28

WUL

658.09

WUL

656.84

WUL

656.47

WUL

656.52

WUL

656.58

WUL

IRPB

IRPB ICV

656.8

657.04

656.19

655.81

GB EC BC

656.86

TW EC BC

656.52

GB1 EC BC

656.4

656.77

655.20

656.75

GB1 EC BC

657.01

TW EC BC

655.10

GB EC BC

655.20

657.17

656.90

GB1

656.89

GB1 EC

656.7

656.51

GB1 BC

657.23

TW EC E7415

656.56

TW B BC H.95

655.16

GB EC

656.56

656.46

GB1

656.5

656.59

TW EC BC 655.15

655.12

656.56

656.26

GB1

656.24

GB1 EC BC

656.57

TW EC BC

655.12

655.17

656.62

656.2

656.12

GB1 EC BC

656.65

TW EC BC

655.19

655.23

656.69

656.70

654.93

654.33

GB EC BC

656.71

TW EC BC

656.08

GB1 EC BC

655.93

GB1

656.71

653.79

GB653.65

656.72

TW EC BC

655.86

GB1 EC BC

655.3

656.71

656.70

TW EC E

654.69

GB1 EC

653.7

654.09

GB EC E GB1 E

655.13

CONC B BC

655.16

655.05

CONC EC BC

655.12

655.17

655.14

CONC EC BC

655.10

655.11

655.13

CONC

655.13

CONC E EC CLS

9 65

5 65

651.4

655.0

655.19

GB B BC

655.20

655.19

GB EC E

655.03

09 65

654.82

656.70

BS CHK 201

10000 660.86

BS CHK CP4

10023 653.61

FC1

10024 654.08

TC1

653.96 TC

653.53 FC

653.51

10033 653.46

CUL

CPB

10037 653.33

10038 653.11

10039 652.57

FC10040

652.70

LIP

10041 652.31

LIP EC CPN7267

10042 652.17

FC E EC CPN7268

10043 652.69

TC E EC CPN7269

652.90

656.0

10047 655.38

10048 655.34

FW CPN7358

ICV

655.0

655.6

10067 660.86

BS CHK CP4

10070 656.82

657.8

10072 659.02

659.3

10074 660.10

660.5

10076 660.75

660.8

10078 660.85

10079 660.59

660.0

10081 658.89

657.6

10083 657.29

GB E EC

655.4

10085 655.68

TOE1

10086 656.13

TOE

656.5

10089 656.89

TOE1

10090 656.92

TOE

657.4

657.9

WU 10140

660.80

WUL

10143 660.28

WUL

10144 660.20

WUL

10145 659.42

WUL

10146 658.91

WUL

10148 658.88

WUL

B 659.1

10159 658.17

FW1

10161 657.87

EUL B

10162 658.23

EUL

RISER

R P10166

657.98

EUL B

10168 657.98

EUL1 E

10169 657.77

EUL

10170 657.73

EUL

10171 657.59

EUL

10173 657.18

WUL

10175 656.85

EUL

10177 658.14

FW1

10178 657.72

FW1

657.6

10180 657.32

FW1

10182 657.68

GB B

10183 657.86

10184 657.93

10185 657.67

GB E CLS

10186 658.26

CONC B

10187 658.26

CAB B H-1

10188 658.22

CAB E

10189 658.21

CONC

10190 658.31

CONC

10191 658.33

CONC E CLS

659.4

10193 659.17

GB1

659.2

10195 659.36

GB1

10196 658.94

GB1

10197 658.81

GB1

659.1

10199 659.15

GB1

10206 657.60

GB B

10207 658.55

CONC B

10208 658.56

XFMR B

10209 658.58

XFMR

10210 658.56

658.63

10212 657.97

10213 657.91

10214 658.63

XFMR

10215 658.59

XFMR E CLS

10216 658.61

CONC E CLS

10217 658.28

GB E CLS

10219 660.85

BS CHK CP4

10220 659.21

GB1

659.04 TC

658.51 FC

10223 658.63

LIP EP B

10224 658.53

LIP

10225 658.62

LIP

10226 658.73

LIP

10227 658.67

LIP

10228 658.50

FC E

10229 659.06

10230 658.45

GRATE B

10231 658.62

GRATE

10232 658.73

GRATE

10233 658.56

GRATE E CLS FC B

10234 659.17

10235 659.41

TC E

10236 658.87

FC E

10237 658.96

LIP E

10238 658.79

LIP B 10239

658.73

FC B

10240 659.26

TC B H.5

10241 659.74

GB1

10242 660.42

TC E

10243 659.89

FC E

10244 659.96

LIP E

10245 659.99

LIP B

659.88 FC

660.40 TC

10248 660.28

10249 659.77

10250 659.91

LIP

10251 659.87

LIP E 659.80 FC

660.33 TC

10254 661.00

GB1

10255 661.05

GB1 E

10272 658.73

658.87

658.81

659.08

10276 659.80

10277 660.10

659.45 TC

659.06 FC

10280 659.06

10281 658.95

10282 659.06

EP E

10283 659.23

10284 658.97

W U

10308 659.93

GB EC

10309 659.94

GB E

660.9

SMH

659.36 RIM

658.66

SU 6.5FT

10329 660.85

BS CHK CP4

30005 656.52

30007 655.84

30014 654.77

30015 654.50

30017 653.51

30018 653.86

30021 652.65

30022 653.10

30029 651.22

30033 650.72

30037 650.80

30038 650.91

30047 651.36

30048 651.13

30049 650.86

30053 651.38

30054 651.57

30055 651.81

30059 651.82

30060 652.04

30061 652.29

30065 652.33

30066 652.51

30067 652.79

30071 652.96

(W)

(E)

(E)(E)

(W)

(FO)

(F O

(F O)

(E)

(CO

(COM

(COMM)

(COMM)(COMM)

(COMM)

(E )(E)

(E)(E)

(E)

(E) (E)(E)

(E) (E)

(E)

(E)(E) (E) (E) (E)

(E)(E)

(E)

(W)

(W)(W)

(W)

(CO

(COM

(CO

M M

(CO

(W) (W) (W)

(W)

(W) (W)

(W)(W)

(W)

(E)

(E) E

(E)(E

(E)

(W)

(W)(W)

(E)

E03 E02

E04 E01

(CO

(E) (E)(E)

(E)

TSPB

FOU

BFP

IRPB

EUEU

IRPB

FOU

CPB

FOU

TSPB

CU 2FT6IN

TSPB

CUL 2FT9IN

TSPB

IRPB

IRPB ICV

CPB

ICV

R P

W U

SU 6.5FT

(W)

(E)

(E)(E)

(W)

(FO)

(F O

(F O)

(E)

(CO

(COM

(COMM)

(COMM)(COMM)

(COMM)

(E )(E)

(E)(E)

(E)

(E) (E)(E)

(E) (E)

(E)

(E)(E) (E) (E) (E)

(E)(E)

(E)

(W)

(W)(W)

(W)

(CO

(COM

(CO

M M

(CO

(W) (W) (W)

(W)

(W) (W)

(W)(W)

(W)

(E)

(E) E

(E)(E

(E)

(W)

(W)(W)

(E)

(E) (E)(E)

(E)

(E) (E)

(E)

(E)(E) (E) (E) (E)

(E)(E)

(E)

DEMOLITION PLAN

Scale: 1" = 10'-0"

0 10 20 30 ft

PROPERTY LINE

LIN

PRO

PERTY LINE

D-2

UTILITIESD-1

WALL D-1

WALLD-1D-2

D-3

D-3D-2

CONC WALKD-1

WALLD-1

CONC WALK D-1

ELECTRICAL

CONDUITD-1

CONC WALKD-1

ELECTRICAL

CONDUITD-1

WALLD-1

ELECTRICAL

CONDUITD-1

ELECTRIC PANELD-1

IRRIGATION

CONTROLLERD-1

IRRIGATION

BACKFLOW

PREVENTER

D-1

SCE ELECTRICAL

CABINETD-1

CITY OF THOUSAND OAKS DWG. NO. 26-03A SHEET __ OF __

CITY OF THOUSAND OAKS

H. TED GERBER, CITY ENGINEER

DATEENGINEERING DIVISION MANAGER

CITY OF THOUSAND OAKS

DATEDATE

DRAWN BY

CHECKED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTION

Know what's below Call before you dig.

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

LD-0.02

MONUMENT SIGN LANDSCAPE AT LYNN RD. & WEST

HILLCREST DR. PROJECT CI 5768

4 13

#6047

ARCH

Renewal Date

Date

Signature

ECIL

LAN

S APC E

3/31/2028

IGREBH.J.CIRE

06/15/2026

461 East Main Street, Ventura, CA 93001

805.644.9697 www.pc-ld.com

BM,EB

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

DEMOLITION PLAN

DUST CONTROL NOTES

AFTER CLEARING, GRADING, EARTH MOVING, OR EXCAVATION

OPERATIONS ARE COMPLETED THE ENTIRE AREA OF DISTURBED SOIL IS TO BE

TREATED TO PREVENT WIND PICKUP OF THE SOIL. THIS MAY BE

ACCOMPLISHED BY:

A. SPREADING SOIL BINDERS.

B. WETTING THE AREA DOWN, SUFFICIENT TO FORM A CRUST ON THE

SURFACE WITH REPEATED SOAKING AS NECESSARY TO MAINTAIN THE CRUST

AND PREVENT DUST PICKUP BY THE WIND.

C. OTHER METHODS APPROVED IN ADVANCE BY THE OWNER'S

REPRESENTATIVE.

CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS

REQUIRED TO PREVENT THEIR OPERATIONS FROM PRODUCING DUST IN

AMOUNTS DAMAGING TO ADJACENT PROPERTY, CULTIVATED VEGETATION

AND DOMESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS

OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. CONTRACTOR

SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY DUST FROM THEIR

GRADING OPERATION.

IN ADDITION TO THESE NOTES, THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL DUST AND EROSION CONTROL DURING THE ENTIRE CONSTRUCTION

PERIOD. THE CONTRACTOR SHALL UTILIZE DUST CONTROL METHODS ON ANY

DUST-PRODUCING CONDITION IN COMPLIANCE WITH REGULATIONS OF THE

CITY, CONDITIONS OF THE ADMINISTRATIVE COASTAL DEVELOPMENT

PERMIT, AND THE COUNTY OF VENTURA AIR POLLUTION CONTROL DISTRICT.

THE CONSTRUCTION CONTRACTOR SHALL DESIGNATE A PERSON(S) TO

MONITOR THE DUST CONTROL PROGRAM AND TO ORDER INCREASED

WATERING, AS NECESSARY, TO PREVENT TRANSPORT OF DUST OFFSITE. THEIR

DUTIES SHALL BE FOR THE ENTIRE CONSTRUCTION DURATION, INCLUDING

HOLIDAY AND WEEKEND PERIODS WHEN WORK MAY NOT BE IN PROGRESS.

WATERING OR APPLICATION OF SOIL BINDERS SHALL CONTINUE IN THE

AMOUNTS NECESSARY TO CONTROL DUST UNTIL THE SITE CONSTRUCTION IS

COMPLETED.

DEMOLITION NOTES

10.

11.

CONTRACTOR SHALL CHECK OR LOCATE EXISTING STRUCTURES, ELECTRIC

CABLES OR CONDUITS, UTILITY LINES AND OTHER EXISTING FEATURES OR

CONDITIONS ABOVE OR BELOW GROUND LEVEL THAT MIGHT BE DAMAGED

AS A RESULT OF DEMOLITION AND CONSTRUCTION OPERATIONS.

QUESTIONS OR CONFLICTS ARISING OUT OF SUCH EXAMINATION PRIOR TO

OR DURING OPERATION SHALL BE IMMEDIATELY DIRECTED TO THE

ATTENTION OF THE LANDSCAPE ARCHITECT FOR NECESSARY ACTION OR

DECISIONS BEFORE RESUMING OPERATION. CONTRACTOR SHALL BE

RESPONSIBLE FOR REPAIR OR REPLACEMENT AT NO COST TO THE OWNER OF

FEATURES OR CONDITIONS DAMAGED THROUGH FAILURE TO COMPLY WITH

ABOVE PROCEDURES.

THE CONTRACTOR SHALL CLEAR & GRUB ALL SHRUBS AND GROUNDCOVER,

INCLUDING TURF, WITHIN THE LIMITS OF WORK PER THESE PLANS AND THE

PROJECT SPECIFICATIONS. PRESERVE AND PROTECT ALL EXISTING TREES,

UNLESS NOTED ON THE LEGEND.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTINUOUSLY CLEAN

AND REMOVE DEMOLISHED MATERIALS FROM THE SITE, EXCEPT WHERE

SPECIFICALLY NOTED OTHERWISE, DAILY AND TO ENSURE

SUB-CONTRACTORS ADHERE TO THESE REQUIREMENTS. DO NO ALLOW

MATERIALS TO ACCUMULATE ON SITE.

DEMOLITION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIALS AND

EQUIPMENT NECESSARY TO REMOVE EXISTING STRUCTURES, VEGETATION

AND OTHER OBJECTIONABLE MATERIAL FROM THE PROJECT SITE.

THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE REMOVAL OF

MATERIAL FROM THE SITE AND ALL OBJECTIONABLE MATERIALS COVERED BY

THESE PLANS. DISPOSAL OF MATERIALS SHALL BE DONE IN A SAFE AND

LEGAL MANNER AND SHALL BE IN ACCORDANCE WITH ALL STATE AND

LOCAL REGULATIONS.

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE EXISTING

SURFACE ELEVATIONS WHERE PROPOSED IMPROVEMENT ELEVATIONS ARE

INTENDED TO MATCH AND REPORT ANY DISCREPANCIES TO THE OWNER.

ALL AT GRADE AND ABOVE GRADE EXISTING NON-PRESSURIZED IRRIGATION

PIPE, HEADS, RISERS AND APPURTENANCES SHALL BE REMOVED AS PART OF

DEMOLITION OPERATIONS, WITH THE EXCEPTION OF EXISTING TREE BUBBLERS

AND LATERALS (REFER TO IRRIGATION PLANS).

ALL EXISTING IRRIGATION APPURTENANCES TO BE REMOVED DURING

DEMOLITION SHALL BE DISPOSED OF IN A SAFE AND LEGAL MANNER AND

SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.

ALL DEMOLITION MATERIALS, INCLUDING SOIL, THAT ARE TO BE REMOVED

FROM THE SITE SHALL BE LEGALLY DISPOSED OF DAILY AT A LOCATION

APPROVED BY THE CITY REPRESENTATIVE. DISPOSAL SHALL CONFORM TO

THE CITY CONSTRUCTION AND DEMOLITION (C&D) ORDINANCE. CONCRETE

SHALL BE RECYLED.

DEMOLISH VALVES AND BRASS APPURTENANCES AND DISPOSE OF AS

DIRECTED BY THE CITY REPRESENTATIVE.

REFER TO IRRIGATION PLANS FOR LOCATIONS OF EXISTING IRRIGATION

POINTS OF CONNECTION, MAINLINE, SLEEVING AND EXISTING BUBBLERS TO

REMAIN AND FOR TRENCHIG, POTHOLING AND SAWCUTTING FOR

IRRIGATION PURPOSES.

DEMOLITION SCHEDULE

ID# SYMBOL ITEM DESCRIPTION

D-1 EXISTING PROTECT IN PLACE EXISTING TO REMAIN, PROTECT IN PLACE.

D-2 CLEAR AND GRUB

REMOVE EXISTING VEGETATION IN PROPOSED CONSTRUCTION

AREA. SEE DEMOLITION NOTES BELOW FOR REMOVAL OF EXISTING

IRRIGATION

D-3 REMOVE EXISTING LIGHT FIXTURES

REMOVE AND DISPOSE OF EXISTING LIGHT FIXTURES. EXISTING

CONDUIT AND ELECTRICAL CONTROLLER AND METER TO REMAIN,

PROTECT IN PLACE.

N/A

EXISTING TREE INVENTORY

TREE NO. LATIN NAME COMMON NAME ACTION

E01 Sequoia sempervirens Coast Redwood Retain E02 Quercus lobata Valley Oak Retain

E03 Quercus agrifolia Coast Live Oak Retain E04 Quercus agrifolia Coast Live Oak Retain

EXISTING TREE - REMAIN

TREE PROTECTION PLAN LEGEND

CRITICAL ROOT ZONE RADIUS

1' PER 1" DBH

TREE PROTECTION ZONE (TPZ):

5' BEYOND DRIPLINE

TPZ

5'-0"

EXISTING TREE PROTECTION NOTES:

10.

11.

12.

13.

14.

15.

CITY ARBORIST WILL OBTAIN THE NECESSARY PROTECTED TREE PERMITS REQUIRED UNDER

THE CITY'S OAK TREE PRESERVATION PROGRAM.

NO ROTOTILLING WITHIN THE TREE PROTECTION ZONE. AMENDMENTS SHALL BE TURNED

INTO THE SOIL BY HAND IN THESE AREAS OR AS SPECIFIED BY THE CITY ARBORIST.

NO COMPACTION OF SOIL WITHIN THE TREES PROTECTION ZONE IS ALLOWED. THIS

INCLUDES THE STOCK PILING OF SOIL AND OTHER MATERIALS.

DO NOT RAISE GRADE AROUND EXISTING TREES TO REMAIN.

CONTRACTOR SHALL PRESERVE & PROTECT IN PLACE EXISTING TREES THAT ARE TO

REMAIN. DAMAGE TO PROTECTED SITE FEATURES SHALL BE REPLACED IN KIND AT

CONTRACTOR'S EXPENSE.

PRIOR TO COMMENCEMENT OF CLEARING, GRUBBING, TRENCHING, GRADING OR ANY

SITE DISTURBANCES, TREE PROTECTION FENCING MUST BE INSTALLED AROUND THE

EXISTING TREES TO REMAIN. 6' HT. CONSTRUCTION FENCING WITH FIXED POSTS MUST BE

INSTALLED AROUND THE TREE PROTECTION ZONE (TPZ). THE FENCING SHALL REMAIN IN

PLACE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD.

NO CONSTRUCTION EQUIPMENT, SOIL OR OTHER CONSTRUCTION MATERIALS SHALL BE

PLACED WITHIN THE TPZ. NO OIL, GASOLINE, CHEMICALS, PAINTS, SOLVENTS OR OTHER

HAZARDOUS MATERIALS MAY BE DEPOSITED WITHIN THE TPZ OR IN DRAINAGE CHANNELS,

SWALES OR AREAS THAT MAY FLOW TO THE TPZ.

ALL WORK DONE WITHIN THE TPZ, INCLUDING BRUSH CLEARANCE, DIGGING, AND

TRENCHING SHALL BE DONE WITH HAND TOOLS OR SMALL HAND HELD POWER TOOLS

THAT WILL NOT CAUSE ROOT DAMAGE.

ANY WORK DONE WITHIN THE TPZ NOT USING HAND TOOLS MUST BE APPROVED AND

MONITORED BY THE CITY ARBORIST.

NO PLANT MATERIAL SHALL BE INSTALLED FROM THE TRUNK TO HALF WAY CANOPY.

ANY TREE ROOT TWO INCHES (2”) IN DIAMETER OR LARGER SHALL BE PRESERVED AT ALL

TIMES BY IMMEDIATELY WRAPPING MOISTENED LAYERS OF BURLAP AROUND THE ROOT.

ROOTS WHICH HAVE BEEN APPROVED FOR REMOVAL SHALL BE CUT WITH AN

APPROPRIATE PRUNING DEVICE. THE EXPOSED CUT SHALL BE COVERED WITH BURLAP

AND KEPT MOIST UNTIL BACKFILL CAN BE COMPLETED.

ONE ENGLISH LANGUAGE AND ONE SPANISH LANGUAGE, READILY-VISIBLE, DURABLE,

WATERPROOF SIGN SHALL BE INSTALLED ON THE FENCE IN 4 LOCATIONS AROUND THE

TREES. THE SIZE OF EACH SIGN MUST BE A MINIMUM OF 16 INCHES WIDE AND MUST

CONTAIN THE FOLLOWING TEXT (THE LETTERING IN 'WARNING' MUST BE IN CAPITAL LETTERS

AND 2 INCHES HIGH; 'TREE PROTECTION ZONE' MUST BE IN CAPITAL LETTERS AND 1 INCH

HIGH; ALL OTHER LETTERING MUST BE AT LEAST 1/2 INCH SIZE):

WARNING

TREE PROTECTION ZONE

ENTRY PROHIBITED. THIS FENCE SHALL REMAIN IN PLACE THROUGHOUT THE ENTIRE

CONSTRUCTION PERIOD. TO REPORT VIOLATIONS, CONTACT CONSTRUCTION

SUPERINTENDENT.

ADVERTENCIA

ZONA DE PROTECCIÓN DE ÁRBOLES

ENTRADA PROHIBIDA. ESTA CERCA DEBE PERMANECER EN SU LUGAR DURANTE EL

PERIODO DE CONSTRUCCIÓN. PARA REPORTA VILACIONES, CONTACTE AL

ENFORZAMIENTO.

AT NO TIME SHALL THE CONTRACTOR BE PERMITTED TO CLEAN, RINSE, OR STORE

EQUIPMENT, TOOLS, OR VEHICLES WITHIN THE PROTECTED ZONE OF TREES TO BE

PROTECTED IN PLACE.

BIRD NESTING REQUIREMENTS FOR TREES- IF ANY INITIAL GROUND DISTURBING ACTIVITIES

OCCUR BETWEEN FEB. 1ST AND SEPT. 1ST, A VERIFIED BIOLOGIST MUST CONDUCT

PRECONSTRUCTION SURVEYS NO MORE THAN THREE DAYS PRIOR TO CONSTRUCTION. IF

ACTIVE NESTS ARE DISCOVERED, BUFFERS MUST BE ESTABLISHED AND WORK IN THE BUFFER

AREA AVOIDED.

CONTRACTOR SHALL WATER EXISTING TREES TO REMAIN DURING PROJECT DURATION.

06/16/2026

BY OTHERS

ID# DESCRIPTION

1 LIGHTING PER ELECTRICAL, SEE SHEETS E0.1-E1.0

CITY OF THOUSAND OAKS DWG. NO. 26-03A SHEET __ OF __

CITY OF THOUSAND OAKS

H. TED GERBER, CITY ENGINEER

DATEENGINEERING DIVISION MANAGER

CITY OF THOUSAND OAKS

DATEDATE

DRAWN BY

CHECKED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTION

Know what's below Call before you dig.

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

LC-1.01

MONUMENT SIGN LANDSCAPE AT LYNN RD. & WEST

HILLCREST DR. PROJECT CI 5768

5 13

#6047

ARCH

Renewal Date

Date

Signature

ECIL

LAN

S APC E

3/31/2028

IGREBH.J.CIRE

06/15/2026

461 East Main Street, Ventura, CA 93001

805.644.9697 www.pc-ld.com

BM,EB

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

LANDSCAPE CONSTRUCTION & GRADING PLAN

LYN

T D R

E03 E02

E04 E01

(CO

(E) (E)(E)

(E)

BFP

IRPB

EUEU

IRPB

FOU

CPB

FOU

TSPB

CU 2FT6IN

TSPB

CUL 2FT9IN

TSPB

IRPB

IRPB ICV

CPB

ICV

R P

W U

SU 6.5FT

(W)

(E)

(E)(E)

(W)

(FO)

(F O

(F O)

(E)

(CO

(COM

(COMM)

(COMM)(COMM)

(COMM)

(E )(E)

(E)(E)

(E)

(E) (E)(E)

(E) (E)

(E)

(E)(E) (E) (E) (E)

(E)(E)

(E)

(W)

(W)(W)

(W)

(CO

(COM

(CO

M M

(CO

(W) (W) (W)

(W)

(W) (W)

(W)(W)

(W)

(E)

(E) E

(E)(E

(E)

(W)

(W)(W)

(E)

661662

(EX) / 651.93'

FG / 651.93'

(EX) / 652.19'

FG / 652.19'

(EX) / 654.23'

FG / 654.23' (EX) / 657.29'

FG / 657.29'

(EX) / 659.09'

FG / 659.09'

(EX) / 657.68'

FG / 657.68'

(EX) / 656.36'

FG / 656.36'

(EX) / 656.48'

FG / 656.48'

(EX) / 656.44'

FG / 656.43'

(EX) / 653.54'

FG / 653.54'

FL / 656.39'

FL / 655.59'

FL / 651.65'

FL / 657'

(EX) / 657.5'

(EX) / 657.37'

(EX) / 656.57'

(EX) / 653.14'

FL / 654'

(EX) / 655'

FL / 655.02'

(EX) / 656'

LANDSCAPE CONSTRUCTION PLAN

Scale: 1" = 10'-0"

0 10 20 30 ft

PROPERTY LINE

LIN

PRO

PERTY LINE

A-1

W-1

P-1

EXISTING CONCRETE

WALKWAY TO REMAIN

EXISTING CONCRETE

WALKWAY TO REMAIN

EXISTING CONCRETE

WALKWAY TO REMAIN

EXISTING "CITY OF

THOUSAND OAKS"

SIGN TO REMAIN

EXISTING ELECTRIC

PANEL AND EXTERIOR

LIGHTING CONTROLS TO

REMAIN. SEE LIGHTING

PLAN, SHEET E1.0.

EXISTING UTILITIES

TO REMAIN

EXISTING CONCRETE

WALKWAY TO REMAIN

EXISTING TREE INVENTORY

TREE NO. LATIN NAME COMMON NAME ACTION

E01 Sequoia sempervirens Coast Redwood Retain E02 Quercus lobata Valley Oak Retain

E03 Quercus agrifolia Coast Live Oak Retain E04 Quercus agrifolia Coast Live Oak Retain

BOULDER LEGEND

Qty Description Volume Mass (Tons)

LANDSCAPE BOULDER. PLACE PER PLAN

W/DIRECTION OF LANDSCAPE ARCH. SEE

DESCRIPTION IN AMENITIES SCHEDULE, THIS

SHEET.

109 CF 8 TON

FG.

LEGEND:

SAND FILTER BIOSWALE PER PAVING

SCHEDULE

EXISTING ADJACENT PAVING

ADJACENT PLANTING AREA

BOULDERS PER CONSTRUCTION LEGEND,

SIZE PER PLAN.

NATIVE SOIL

VEGETATED BIOSWALE

NON WOVEN GEOTEXTILE FILTER FABRIC,

MIRAFI 180N, OR APPROVED EQUAL.

2" MULCH, PER PLANTING PLAN.

FG.

BIOSWALE EXTENTS SECTION

SCALE: 3/8" = 1'-0"B-B

MAX

2' -6

NOTES:

1. LAYOUT BIOSWALE EDGE AND BOULDERS IN CHALK ACCORDING TO

PLAN VIEW. STAKE BIOSWALE FLOWLINE VERTICAL ELEVATIONS AT 10'

O.C.

2. CONTACT CITY REPRESENATATIVE AND LANDSCAPE ARCHITECT OF

RECORD FOR LAYOUT REVIEW AND MINOR ADJUSTMENTS, PRIOR TO

EXCAVATION.

3. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF LAYOUT FROM

CITY REPRESENTATIVE, PRIOR TO PROCEEDING WITH EXCAVATION.

2' -0

8VARIES PER PLAN

1'-0" - 7'-6"

EXTENTS OF BIOSWALE

FS.

B 2/

LEGEND

BOULDER PER CONSTRUCTION LEGEND, SHEET LC-1.01.

BOULDER SHALL BE 18" TO 48" FROM LOCAL SOURCE. SEE

CONSTRUCTION LEGEND AND SPECIFICATIONS FOR

BOULDER DESCRIPTION AND SOURCE. (BROKEN BOULDERS

NOT PERMITTED)

BURY A MIN. OF 1/3 DEPTH OF BOULDER SIZE. BOULDERS

BURIED LESS THAN 1/3 DEEP WILL BE REMOVED AND RESET AT

CONTRACTOR'S EXPENSE.

ADJACENT PLANTING AREA PER PLAN

MIN. 95% COMPACTED SUBGRADE UNDER BOULDERS

NOTES

1. PLACE PER LAYOUT PLAN AND LANDSCAPE ARCHITECTS

DIRECTION, SIZE ILLUSTRATED ON LAYOUT SHEETS IS TO SCALE.

F.G.

BOULDER SET IN ADJ. PLANTING SECTION

F.G.

LANDSCAPE BOULDER

SCALE: 1/2" = 1'-0"A

AMENITIES SCHEDULE

ID# ITEM DESCRIPTION DETAIL

A-1 LANDSCAPE BOULDERS

’DESERT TAN GRANITE’ COLOR BOULDERS WITH SMOOTH ROUNDED FACES AND NO SHARP

FRACTURES, FROM LOCAL SOURCE. SIZE PER PLAN. 18" DIA. MIN AND 48" DIA. MAX. INSTALL

PER DETAIL

A/LC-1.01

PAVING SCHEDULE

ID# ITEM DESCRIPTION DETAIL

P-1 SAND FILTER BIOSWALE

MINIMUM 2-FOOT DEEP FILTER MEDIA CONSISTING OF 80% MAXIMUM AGGREGATE NO.

FA-10 CLEANED AND WASHED SAND, 15% MAXIMUM ASTM D5268 SANDY LOAM SCREENED

TOPSOIL, AND 5% MINIMUM ORGANIC COMPOST. NO LIMESTONE SCREENINGS. INSTALL

SAND OVER NON-WOVEN GEOTEXTILE FILTER FABRIC.

B-B/LC-1.01

WALL AND FENCE SCHEDULE

ID# ITEM DESCRIPTION DETAIL

W-1 PATCH, PAINT AND ANTI-GRAFFITI

COATING EXISTING WALLS

CONTRACTOR SHALL PATCH, REPAIR, PAINT AND ANTI-GRAFFITI COAT EXISTING WALLS TO

REMAIN. COORDINATE WITH CITY REPRESENTATIVE ON EXTENTS OF REPAIR AND PAINT

COLOR/SPECIFICATION.

N/A

EARTHWORK NOTES

THE ABOVE QUANTITIES ARE APPROXIMATE IN PLACE VOLUMES CALCULATED FROM

THE EXISTING GROUND TO THE PROPOSED FINISH GRADE. EXISTING GROUND IS

DEFINED BY THE CONTOURS ON THE PLAN. PROPOSED FINISH GRADE IS DEFINED AS

THE DESIGN SURFACE ELEVATION OF EARTH TO BE CONSTRUCTED.

THE EARTHWORK QUANTITIES ABOVE ARE FOR PERMIT PURPOSES ONLY. THEY HAVE

NOT BEEN FACTORED TO ACCOUNT FOR CHANGES IN VOLUME DUE TO BULKING,

SHRINKAGE, CLEARING AND GRUBBING, OVER EXCAVATION AND

RE-COMPACTON, AND OTHER REMEDIAL GRADING CONSTRUCTION METHODS.

EARTHWORK ESTIMATES

CUT: 91 CY

FILL: 0 CY

IMPORT: 0 CY

EXPORT: 91 CY

LINETYPE LEGEND

GRADING LIMIT LINE

EXISTING CONTOUR

PROPOSED CONTOUR

GRADE BREAK

06/16/2026

IRRIGATION EQUIPMENT SCHEDULE

SYMBOL DESCRIPTION MANUFACTURER MODEL GPM PSI DETAIL /

SHEET

BUBBLERS / DRIP EMITTERS SERIES NOZZLE MODEL BODY MODEL

CONNECT TO EXISTING TREE

BUBBLER

Symbol indicates that lateral pipe continues to existing tree bubbler in the planting area.

0.50 20 - 75 N/A

POP-UP ROTATOR - 10' RADIUS Hunter Industries(R) MP Rotator(R) MP1000-90 PROS-06-PRS40-CV-F --- 30 - 55

POP-UP ROTATOR - 10' RADIUS Hunter Industries(R) MP Rotator(R) MP1000-210 PROS-06-PRS40-CV-F 0.48 30 - 55

POP-UP ROTATOR - 10' RADIUS Hunter Industries(R) MP Rotator(R) MP1000-360 PROS-06-PRS40-CV-F 0.57 30 - 55

POP-UP ROTATOR - CORNER Hunter Industries(R) MP Rotator(R) MPCORNER-45 PROS-06-PRS40-CV-F 0.19 30 - 55

SHRUB BUBBLER Rain Bird(R) Bubblers PCT-10

HUNTER PROS-00-PRS30 ON

IH-RISER-24

0.17 11 - 50

STREAM BUBBLER Rain Bird(R) MPR Stream Bubbler 5CST-B

HUNTER PROS-00-PRS30 ON

IH-RISER-24

0.50 15 - 30

STREAM BUBBLER Rain Bird(R) MPR Stream Bubbler 5F-B

HUNTER PROS-00-PRS30 ON

IH-RISER-24

1.50 15 - 30

STREAM BUBBLER Rain Bird(R) MPR Stream Bubbler 5Q-B

HUNTER PROS-00-PRS30 ON

IH-RISER-24

0.50 15 - 30

TREE BUBBLER-1300AF Rain Bird(R) 1300 Series Adjustable Full-Circle Bubblers

1300 A-F 1804 SAM-PRS-30 (4” pop-up with check valve and 30PSI pressure regulation)

1.80 10 - 60

VALVES SERIES MODEL

1" CONTROL VALVE Rain Bird (r) PEB/PESB Series 100-PESB-PRS-D 5 - 50 20 - 200

1-1/2" CONTROL VALVE Rain Bird (r) PEB/PESB Series 150-PESB-PRS-D 20 - 150 20 - 200

(E) MASTER VALVE Buckner Superior 3200 Normally Closed Master Valves

3200200 5 - 320 20 - 200 N/A

(N) QUICK COUPLER Rainbird 33-DLRC 33-DLRC

PIPE TYPE NOTES

(E) MAINLINE N/A

(N) MAINLINE WESTERN LASCO PVC Schedule 40 1-1/2"

LATERAL WESTERN LASCO PVC Schedule 40 SIZE PER PLAN

SLEEVES WESTERN LASCO PVC Schedule 40 SIZE PER SLEEVE LEGEND

POINT OF CONNECTION MODEL NOTES

(E) WATER METER EXISTING TO REMAIN N/A

(E) BACKFLOW EXISTING TO REMAIN N/A

(E) FLOW SENSOR EXISTING TO REMAIN N/A

CONTROLLER MODEL ENCLOSURE NOTES

(E) CONTROLLER "A" Existing Enclosure to Remain EXISTING TO REMAIN (E) CONTROLLER

MISCELLANEOUS

PULL BOX NA

FLUSH VALVE NA PER DETAIL

**CONTRACTOR TO INSTALL MANUFACTURER LISTED EQUIPMENT OR APPROVED EQUAL.

SIZE PER PLAN

POC/CONTROLLER

G/LI-2.01

F/LI-2.01

G/LI-2.01

A/LI-2.01

C/LI-2.01

D/LI-2.01

B/LI-2.01

E/LI-2.01

A/LI-2.01

0.34

G/LI-2.01

1 1/2" 100

CITY OF THOUSAND OAKS DWG. NO. 26-03A SHEET __ OF __

CITY OF THOUSAND OAKS

H. TED GERBER, CITY ENGINEER

DATEENGINEERING DIVISION MANAGER

CITY OF THOUSAND OAKS

DATEDATE

DRAWN BY

CHECKED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTION

Know what's below Call before you dig.

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

LI-0.01

MONUMENT SIGN LANDSCAPE AT LYNN RD. & WEST

HILLCREST DR. PROJECT CI 5768

6 13

#6047

ARCH

Renewal Date

Date

Signature

ECIL

LAN

S APC E

3/31/2028

IGREBH.J.CIRE

06/15/2026

461 East Main Street, Ventura, CA 93001

805.644.9697 www.pc-ld.com

BM,EB

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

IRRIGATION NOTES AND SCHEDULES

IRRIGATION NOTES

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

IF IT IS FOUND DURING INSTALLATION THAT THE SITE VARIES FROM THE

DRAWINGS, NOTIFY THE CITY REPRESENTATIVE BEFORE PROCEEDING

WITH THE WORK.

COORDINATE THE INSTALLATION OF ALL SLEEVING WITH ELECTRICAL

PLANS AND LANDSCAPE CONSTRUCTION PLANS.

PIPE SLEEVE SHALL ALLOW FOR IRRIGATION PIPING AND RELATED

COUPLINGS TO EASILY SLIDE THROUGH SLEEVING. EXTEND NEW SLEEVES

12 INCHES BEYOND EDGE OF PAVING. ALL IRRIGATION MAINLINE

CROSSINGS SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES THAT ARE

A MIN. OF 2X THE DIAMETER OF THE PRESSURE PIPE. PROVIDE LOCATOR

WIRE OR TAPE ALONG LENGTH OF SLEEVE. ALSO PROVIDE A SEPARATE

IRRIGATION WIRE CONDUIT TAPED TO MAINLINE SLEEVE SIZED TO EASILY

PULL WIRES THAT RUNS PARALLEL TO THE SLEEVE. ALL SLEEVES AND

CONDUIT MUST BE PERPENDICULAR TO HARDSCAPE.

ALL IRRIGATION MAINLINE CROSSOVERS SHALL BE INSTALLED IN

SCHEDULE 40 SLEEVES THAT ARE IN A MIN. OF 2X THE DIAMETER OF THE

PRESSURE PIPE. PROVIDE LOCATOR WIRE OR TAPE ALONG LENGTH OF

SLEEVE. ALSO PROVIDE A SEPARATE IRRIGATION WIRE CONDUIT TAPED

TO MAINLINE SLEEVE SIZED TO EASILY PULL WIRES THAT RUNS PARALLEL

TO THE SLEEVE. ALL SLEEVES AND CONDUIT MUST BE PERPENDICULAR TO

HARDSCAPE.

COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS,

INCLUDING PIPE, WITH THE PLANTING PLAN TO AVOID INTERFERING WITH

THE PLANTING.

CONTRACTOR SHALL TEST PRESSURE PRIOR TO CONSTRUCTION. IF

PRESSURE IS LESS THAN 100 PSI, NOTIFY THE CITY REPRESNETATIVE PRIOR

TO CONSTRUCTION.

IRRIGATION DRAWINGS ARE DIAGRAMMATIC. LOCATE MAIN LINE AS

DIRECTED PER PLAN. LOCATE NEW PIPELINES, VALVES AND EQUIPMENT

IN PLANTING AREAS WHEREVER POSSIBLE.

PVC SHALL BE LAID WITH CONNECTIONS HORIZONTAL, NOT VERTICAL.

NO CLASS 200 PVC SHALL BE USED, NO EXCEPTIONS.

FOR WORK WITHIN THE LIMITS OF EXISTING TREES, REFER TO TREE

PRESERVATION NOTES AND PLANS, SHEETS LD-0.01. HAND EXCAVATE

WITHIN TREE PROTECTION ZONE. EXISTING ROOTS 2" OR GREATER IN

DIAMETER SHALL REMAIN IN PLACE UNLESS REMOVAL IS APPROVED BY

CITY LANDSCAPE OPERATIONS REPRESENTATIVE.

ALL NEW TREES SHALL RECEIVE (2) BUBBLERS PER SCHEDULE,

CONTRACTOR SHALL ADJUST ALL HEADS TO INSURE FULL COVERAGE

WITH MINIMUM OVERSPRAY ONTO PAVED SURFACES.

OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF

ANY NON-PERVIOUS SURFACE, UNLESS THE ADJACENT NON-PERVIOUS

SURFACES ARE DESIGNED AND CONSTRUCTED TO DRAIN ENTIRELY TO

LANDSCAPE. (PER MWELO § 493.2.2.d.10).

PRESSURE TEST ON ALL MAINLINES 4 HOURS AT 150 PSI. CALL INSPECTOR

24 HOURS PRIOR TO TEST.

NO IRRIGATION LINES SHALL BE PLACED UNDER ROOTBALLS OF EXISTING

OR PROPOSED PLANTS.

PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS

BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED

IRRIGATION DEVICES

CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL

SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR

A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL

BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT

MANAGEMENT PURPOSES

THE CITY SHALL CONTRACT A THIRD-PARTY IRRIGATION AUDITOR AT THE

TIME OF SUBSTANTIAL COMPLETION TO PERFORM AN MWELO

IRRIGATION AUDIT. THE CONTRACTOR SHALL PERFORM ANY

MODIFICATIONS TO THE INSTALLED IRRIGATION AS REQUIRED BY THE

IRRIGATION AUDIT REPORT AT NO ADDITIONAL COST TO THE CITY.

A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY

EITHER THE DESIGNER OF THE…

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File details come from the government source that posted it. Updated Jun 25, 2026.