CI_5725_Project_Plans.pdf

SITE MAP

SHEET INDEX

SHT. NO. DESCRIPTION

SHEET __ OF __

CITY OF THOUSAND OAKS

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

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

NOTICE TO CONTRACTOR:

NOTICE TO CONTRACTOR:

1 9

CONTRACTOR SHALL POSSES A VALID CLASS "A" GENERAL ENGINEERING 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

1 COVER SHEET

VICINITY MAP

NO SCALE

PUBLIC WORKS DEPARTMENT

PROJECT SITE

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

CITY OF THOUSAND OAKS DWG. _________

STREET LIGHTING ON AVENIDA DE LOS ARBOLES

COVER SHEET

25-17A

STREET LIGHTING ON

AVENIDA DE LOS ARBOLES

CITY COUNCIL

CITY ENGINEER

TED GERBER

NADER HEYDARI

PUBLIC WORKS DIRECTOR

AL ADAMDAVID NEWMAN

BOB ENGLER

CITY MANAGER

ANDREW P. POWERS

SF. DWG. NO. A101

MIKEY TAYLOR, MAYOR

C. TIE GUTIERREZ

PUBLIC UTILITIES WITHIN CITY OF THOUSAND OAKS

CITY OF THOUSAND OAKS

2100 EAST THOUSAND OAKS BOULEVARD

THOUSAND OAKS, CA 91362

BRET SHERMAN

805-376-5033

805-376-5060 PATRICK McCULLOCH

THOUSAND OAKS, CA 91362

2100 EAST THOUSAND OAKS BOULEVARD

CITY OF THOUSAND OAKS

WATER:

WASTEWATER:

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

FRONTIER

201 FLYNN ROAD

CAMARILLO, CA 93010

THOMAS PEARSON

805-445-9116

ELISABETH PANIAGUA

GENERAL NOTES

LOCATION 1: CALLE TULIPAN

LOCATION 2: CALLE OLIVO, CALLE BOUGANVILLA, CALLE ABETO

LOCATION 3: CALLE GOMERO

LOCATION 4: AVENIDA DE LAS PLANTAS, CALLE MANZANO, CALLE OLIVO

LOCATION 5: CALLE ABEDUL, CALLE CASTANO

8 SCE DETAILS

NO SCALE

CI 5725

PROJECT SUMMARY

TOTAL NUMBER OF INTERSECTIONS INCLUDED IN THIS PROJECT

TOTAL NUMBER OF NEW STREET LIGHTS ADDED

AVENIDA DE

LOS ARBOLES

LOCATION 1:

CALLE TULIPAN

SHEET 3

LOCATION 2:

CALLE OLIVO, CALLE

BOUGANVILLA, CALLE ABETO

SHEET 4

LOCATION 3:

CALLE GOMERO

SHEET 5

LOCATION 4:

AVENIDA DE LAS PLANTAS,

CALLE MANZANO, CALLE OLIVO

SHEET 6

LOCATION 5:

CALLE ABEDUL,

CALLE CASTANO

SHEET 7

M O

O R

P A

R K

R D

9 CTO DETAILS

DATETED GERBER, CITY ENGINEER

APPROVED PER THOUSAND OAKS

MUNICIPAL CODE SECTION 3-10.303

ENGINEERING DIVISION MANAGER

DATEPROJECT ENGINEER

CITY OF THOUSAND OAKS

DATE

9/30/2026

Norasaze Nana 05/27/2026

05/27/202605/27/2026

CITY OF THOUSAND OAKS DWG. _________ SHEET __ OF __

CITY OF THOUSAND OAKS

GENERAL NOTESDATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

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

2 925-17A

EX WATER LINE

RIGHT OF WAY LINE

PROPERTY LINE

EX SANITARY SEWER

SAWCUT LINE

EX GAS LINE

PERMIT TO ENTER AND CONSTRUCT

GRADING LIMIT - CUT

GRADING LIMIT - FILL

ABBREVIATIONS

AB AGGREGATE BASE

ABAND ABANDONED

AC ASPHALT CONCRETE

ARHM ASPHALT RUBBER HOT MIX

AP ANGLE POINT

APN ASSESSOR PARCEL NUMBER

ASPH ASPHALT

AV AIR RELEASE/VACUUM VALVE

BC BEGIN HORIZONTAL CURVE

BCR BEGIN CURB RETURN

BEG BEGIN

BFA BACKFLOW ASSEMBLY

BLVD BOULEVARD

BVC BEGIN VERTICAL CURVE

B.O. BLOW OFF

C&G CURB AND GUTTER

CB CATCH BASIN

CDRN CURB DRAIN

CL CENTER LINE

CCI CROWN CASTLE

CF CURB FACE

CHTR CHARTER

CMB CRUSHED MISCELLANEOUS BASE

CMWD CALLEGUAS MUNICIPAL WATER

DISTRICT

COM COMMUNICATIONS

D DELTA

DWG DRAWING

DWY DRIVEWAY

E EAST

EC END HORIZONTAL CURVE

ECP ELECTRICAL CONTROL PANEL

ECR END CURB RETURN

EG EXISTING GRADE

EL ELECTRIC, ELECTRICAL

ELEV ELEVATION

ETC. ET CETERA

EVC END VERTICAL CURVE

EX EXISTING

FG FINISHED GRADE

FH FIRE HYDRANT

FS FINISHED SURFACE, FIRE SERVICE

FM FORCE MAIN

FTR FRONTIER COMMUNICATIONS

FO FIBER OPTIC

GB GRADE BREAK

GL GUTTER LIP

GM GAS METER

GS GROUND SURFACE

GV GAS VALVE, GATE VALVE

H HEIGHT

HORIZ HORIZONTAL

HP HIGH PRESSURE

IC IRRIGATION CONTROLLER

ICV IRRIGATION CONTROL VALVE

INT INTERSECTION

IRR IRRIGATION

JP JOINT POLE

L LENGTH

LOL LAYOUT LINE

LT LEFT

MBX MAILBOX

MH MAINTENANCE HOLE (MANHOLE)

MOD MODIFIED

MON MONUMENT

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

N NORTH

NTS NOT TO SCALE

O/C ON CENTER

OH OVERHEAD (UTILITIES)

PB PULL BOX

PCC POINT OF COMPOUND CURVATURE

POC POINT ON HORIZONTAL CURVE

PP POWER POLE

PROP PROPOSED

PTEC PERMIT TO ENTER AND CONSTRUCT

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INFLECTION

R RADIUS

RD ROAD

RSP REVISED STANDARD PLAN

RT RIGHT

R/W RIGHT-OF-WAY

SCE SOUTHERN CALIFORNIA EDISON

SCG SOUTHERN CALIFORNIA GAS

COMPANY

SD STORM DRAIN

SL STREET LIGHT

SNS STREET NAME SIGN

SS SANITARY SEWER

SSP STATE STANDARD PLAN

STA STATION

SWR SEWER

SYC SYCAMORE

TC TOP OF CURB

TCE TEMPORARY CONSTRUCTION

EASEMENT

TF TOP OF FOOTING

TRANS TRANSITION

TS TRAFFIC SIGNAL

TSB TRAFFIC SIGNAL BOX

TSP TRAFFIC SIGNAL POLE

TW TOP OF WALL

UNK UNKNOWN

W WIDTH

WM WATER METER

WT WEIGHT

WV WATER VALVE

VAR VARIES

VC VERTICAL CURVE

VERT VERTICAL

SSFM SANITARY SEWER FORCE MAIN

SWK SIDEWALK

SURVEY MONUMENT NOTES

GENERAL NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF THOUSAND OAKS MOST RECENT ROAD, WATER, AND

WASTEWATER DESIGN AND CONSTRUCTION STANDARD PLATES, STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC)

LATEST EDITION AND SUPPLEMENTS, STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) 2022 AND 2010

STANDARD PLANS, CALIFORNIA LAW GOVERNMENT CODE - GOV TITLE 1 100-7914 (4215), THE CALIFORNIA BUILDING CODE

GRADING), AND IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

2. 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 POTHOLE TO VERIFY THE LOCATION OF EACH AND COORDINATE WITH RESPECTIVE OWNERS FOR

RELOCATION IF NECESSARY. HAND DIG EXCAVATIONS UNTIL CLEAR OF OBSTRUCTIONS.

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

4. 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.

5. ALL UTILITY LATERALS ARE NOT SHOWN. CONTRACTOR TO VERIFY ALL LATERAL LOCATIONS PRIOR TO BEGINNING WORK.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES AND/OR STRUCTURES SHOWN ON

THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR

STRUCTURES FOUND AT THE SITE, ANY PIPES DAMAGED SHALL BE REPLACED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES BEFORE STARTING WORK (SEE PROJECT SPECIFICATIONS FOR

MINIMUM NOTICE).

7. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF 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.

8. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 811 AT LEAST TWO (2) WORKING DAYS PRIOR TO THE

COMMENCEMENT OF CONSTRUCTION TO ALLOW UTILITY OWNERS TO MARK THE LOCATION OF THEIR RESPECTIVE

UNDERGROUND FACILITIES/UTILITIES, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN ON THESE PLANS.

9. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR

USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER.

10. ACRONYMS AND ABBREVIATIONS ARE PER STANDARD SPECIFICATION AND PLANS AND SUPPLEMENTED BY CALTRANS STANDARD

PLANS A3A, A3B, A3C, AND THIS SHEET.

11. WORK IN PUBLIC STREETS AND RIGHT-OF-WAY, ONCE BEGUN, SHALL BE PERFORMED TO COMPLETION WITHOUT DELAY SO AS TO

PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE PUBLIC.

12. CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY

RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND

REGULATIONS.

13. ALL WORK SHALL BE INSPECTED BY THE CITY PUBLIC WORKS DEPARTMENT.

14. THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING SUSPENSION OF WORK, UNTIL FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. THE CONTRACTOR SHALL ALSO

ABATE DUST NUISANCE BY CLEANING, SWEEPING, VACUUMING AND SPRINKLING WITH WATER AND USING DUST FENCES OR

OTHER METHODS AS DIRECTED BY THE CITY THROUGHOUT THE CONSTRUCTION OPERATION.

15. SAWCUTTING OF EXISTING PAVEMENT SHALL BE TO A CLEAN STRAIGHT EDGE AS DIRECTED BY THE CITY INSPECTOR.

16. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 10' OF TRAVEL LANE AT ALL TIMES DURING CONSTRUCTION.

17. ALL CONSTRUCTED SIDEWALKS AND WALKWAYS SHALL REQUIRE A NON-SLIP FINISH AS DESCRIBED IN SECTION 303-5.5.3 OF THE

STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION.

STORMWATER POLLUTION CONTROL NOTES

1. THE CONTRACTOR SHALL COMPLY WITH THE GENERAL PERMIT FOR DISCHARGES OF STORM WATER ASSOCIATED WITH CONSTRUCTION AND

LAND DISTRUBANCE ACTIVITIES, (GENERAL PERMIT) ORDER WQ 2022-0057-DWQ, BY IMPLEMENTING THE STORM WATER POLLUTION PREVENTION

PLAN (SWPPP). THE CONTRACTOR HAS A NUMBER OF RESPONSIBILITIES AS DELINEATED IN THE GENERAL PERMIT, INCLUDING, BUT NOT LIMITED

TO, THE PROVISION OF EROSION CONTROL AND POLLUTION CONTROL MEASURES AND MANAGEMENT, LOG-KEEPING, TRAINING, AND AMENDING

AND UPDATING THE SWPPP AS CALLED FOR DUE TO SITE CONDITIONS WHICH CAN VARY THROUGHOUT THE DURATION OF CONSTRUCTION.

TREE PRESERVATION NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT ARE TO REMAIN IN THE PROJECT, AND SHALL TAKE ALL

NECESSARY PRECAUTIONS REQUIRED TO ASSURE THAT THEY ARE PROTECTED FROM DAMAGE BY WORKERS AND EQUIPMENT.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT THE REQUIREMENTS OF THE OAK/LANDMARK TREE PERMIT PROVIDED

BY THE CITY OF THOUSAND OAKS FOR CONSTRUCTION NEAR ANY OAK AND LANDMARK TREES ON THE PROJECT. ALL

PROCEDURES INCLUDING FENCING THAT ARE DESIGNATED IN THE PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

3. EXCAVATIONS IN THE VICINITY OF TREES SHALL BE CLOSED WITHIN 24 HOURS. WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE

EXCAVATION ADJACENT TO THE TREE SHALL BE KEPT SHADED WITH MOIST BURLAP OR CANVAS.

4. THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIAL AND/OR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, OIL, TURPENTINE, ACID OF THE LIKE, BE ALLOWED TO CONTAMINATE ANY SOIL WITHIN THE DRIPLINE OF ANY TREE OR SHRUB. IS SUCH

CONTAMINATION SHOULD OCCUR, THE CONTRACTOR SHALL REMOVE THE SOIL AND REPLACE IT WITH ACCEPTABLE SOIL AT NO

EXPENSE TO THE OWNER.

5. ALL DAMAGE TO EXISTING TREES BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE BY A LICENSED TREE SURGEON OR

OTHER APPROVED PERSONNEL BY THE OWNER.

6. DAMAGE TO A TREE WHICH RESULTS IN DEATH OR PERMANENT DISFIGUREMENT SHALL RESULT IN THE CONTRACTOR'S

COMPLETE REMOVAL OF SAID TREE, INCLUDING ROOTS, FROM THE SITE. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPLACE THE TREE WITH ONE OF EQUAL VALUE.

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

BY THEIR OPERATIONS. ONCE ENCOUNTERED DURING CONSTRUCTION OPERATION, CONTRACTOR SHALL NOTIFY CITY SURVEYOR.

THE MONUMENT(S) IMPACTED, ONCE ENCOUNTERED AND IDENTIFIED SHALL ESTABLISH TIES PRIOR TO AND RESET AFTER CONSTRUCTION.

STREET LIGHTING ON AVENIDA DE LOS ARBOLES

CI 5725

• ALL CIVIL CONSTRUCTION WILL BE INSPECTED BY THE CITY AND BY SCE, AND IS SUBJECT TO THE REQUIREMENTS OF BOTH AGENCIES.

• ANY DEVIATIONS FROM SCE STANDARDS SHALL BE APPROVED BY SCE.

• ALL CIVIL CONSTRUCTION SHALL BE APPROVED BY SCE INSPECTOR PRIOR TO SCE ACCEPTACE.

• ALL RADIUS OF NEW CONDUITS SHALL BE EQUAL OR GREATER THAN SCE'S MINIMUM REQUIREMENTS.

ELY EASTERLY

SLY SOUTHERLY

NLY NORTHERLY

WLY WESTERLY

STREET CENTERLINE

NOTES:

- ALL STREETLIGHT LOCATION SHALL FOLLOW CITY'S STANDARD PLATE 8-10, ATTACHED RESIDENTIAL SIDEWALK DETAIL, SEE CTO DETAILS SHEET. EXACT LOCATION WILL BE MARKED BY THE CITY PRIOR TO CONSTRUCTION.

- REMOVE CURB, GUTTER, SIDEWALK, LANDSCAPE, ETC AS NECESSARY AND RESTORE TO EXISTING CONDITIONS.

- WATER, SEWER, AND GAS MAIN SHOWN ON PLAN ONLY. SERVICE LATERALS AND ELECTRICAL/TELECOMMUNICATION

CONDUIT NOT SHOWN ON PLAN.

CTO CITY OF THOUSAND OAKS

DATETED GERBER, CITY ENGINEER

APPROVED PER THOUSAND OAKS

MUNICIPAL CODE SECTION 3-10.303

ENGINEERING DIVISION MANAGER

DATEPROJECT ENGINEER

CITY OF THOUSAND OAKS

DATE

9/30/2026

LOCATION 1: CALLE TULIPANDATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

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

3 925-17A

EX WATER LINE

EX SANITARY SEWER

EX GAS LINE

STREET LIGHTING ON AVENIDA DE LOS ARBOLES

CI 5725

APPROXIMATE AREA OF SIDEWALK TO BE REPLACED

CONCRETE CURB RAMP TO BE REPLACED PER CITY'S

STANDARD PLATE 5-1, SEE CTO DETAILS SHEET

FULL WIDTH OVERLAY PER TYPICAL PAVING SECTION

DETAIL 8, SEE CTO DETAILS SHEET. REFER TO SECTION

32 12 16.1 ASPHALT PAVING AND 32 12 32 TACK COAT IN

PROJECT SPECIFICATION.

NOTES:

- ALL STREETLIGHT LOCATION SHALL FOLLOW CITY'S STANDARD PLATE 8-10, ATTACHED

RESIDENTIAL SIDEWALK DETAIL, SEE CTO DETAILS SHEET. EXACT LOCATION WILL BE

MARKED BY THE CITY PRIOR TO CONSTRUCTION.

- REMOVE CURB, GUTTER, SIDEWALK, LANDSCAPE, ETC AS NECESSARY AND RESTORE

TO EXISTING CONDITIONS.

- WATER, SEWER, AND GAS MAIN SHOWN ON PLAN ONLY. SERVICE LATERALS AND

ELECTRICAL/TELECOMMUNICATION CONDUIT NOT SHOWN ON PLAN.

DATETED GERBER, CITY ENGINEER

APPROVED PER THOUSAND OAKS

MUNICIPAL CODE SECTION 3-10.303

ENGINEERING DIVISION MANAGER

DATEPROJECT ENGINEER

CITY OF THOUSAND OAKS

DATE

9/30/2026

LOCATION 2: CALLE OLIVO, CALLE BOUGANVILLA, CALLE ABETODATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

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

4 925-17A

EX WATER LINE

EX SANITARY SEWER

EX GAS LINE

STREET LIGHTING ON AVENIDA DE LOS ARBOLES

CI 5725

APPROXIMATE AREA OF SIDEWALK TO BE REPLACED

CONCRETE CURB RAMP TO BE REPLACED PER CITY'S

STANDARD PLATE 5-1, SEE CTO DETAILS SHEET

FULL WIDTH OVERLAY PER TYPICAL PAVING SECTION

DETAIL 8, SEE CTO DETAILS SHEET. REFER TO SECTION

32 12 16.1 ASPHALT PAVING AND 32 12 32 TACK COAT IN

PROJECT SPECIFICATION.

NOTES:

- ALL STREETLIGHT LOCATION SHALL FOLLOW CITY'S STANDARD PLATE 8-10, ATTACHED RESIDENTIAL SIDEWALK DETAIL, SEE CTO DETAILS SHEET. EXACT LOCATION WILL BE MARKED BY THE CITY PRIOR TO CONSTRUCTION.

- REMOVE CURB, GUTTER, SIDEWALK, LANDSCAPE, ETC AS NECESSARY AND RESTORE TO EXISTING CONDITIONS.

- WATER, SEWER, AND GAS MAIN SHOWN ON PLAN ONLY. SERVICE LATERALS AND ELECTRICAL/TELECOMMUNICATION

CONDUIT NOT SHOWN ON PLAN.

DATETED GERBER, CITY ENGINEER

APPROVED PER THOUSAND OAKS

MUNICIPAL CODE SECTION 3-10.303

ENGINEERING DIVISION MANAGER

DATEPROJECT ENGINEER

CITY OF THOUSAND OAKS

DATE

9/30/2026

LOCATION 3: CALLE GOMERODATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

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

5 925-17A

EX WATER LINE

EX SANITARY SEWER

EX GAS LINE

STREET LIGHTING ON AVENIDA DE LOS ARBOLES

CI 5725

APPROXIMATE AREA OF SIDEWALK TO BE REPLACED

CONCRETE CURB RAMP TO BE REPLACED PER CITY'S

STANDARD PLATE 5-1, SEE CTO DETAILS SHEET

FULL WIDTH OVERLAY PER TYPICAL PAVING SECTION

DETAIL 8, SEE CTO DETAILS SHEET. REFER TO SECTION

32 12 16.1 ASPHALT PAVING AND 32 12 32 TACK COAT IN

PROJECT SPECIFICATION.

NOTES:

- ALL STREETLIGHT LOCATION SHALL FOLLOW CITY'S STANDARD PLATE 8-10, ATTACHED

RESIDENTIAL SIDEWALK DETAIL, SEE CTO DETAILS SHEET. EXACT LOCATION WILL BE

MARKED BY THE CITY PRIOR TO CONSTRUCTION.

- REMOVE CURB, GUTTER, SIDEWALK, LANDSCAPE, ETC AS NECESSARY AND RESTORE

TO EXISTING CONDITIONS.

- WATER, SEWER, AND GAS MAIN SHOWN ON PLAN ONLY. SERVICE LATERALS AND

ELECTRICAL/TELECOMMUNICATION CONDUIT NOT SHOWN ON PLAN.

DATETED GERBER, CITY ENGINEER

APPROVED PER THOUSAND OAKS

MUNICIPAL CODE SECTION 3-10.303

ENGINEERING DIVISION MANAGER

DATEPROJECT ENGINEER

CITY OF THOUSAND OAKS

DATE

9/30/2026

LOCATION 4: AVENIDA DE LAS PLANTAS, CALLE MANZANO, CALLE OLIVODATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

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

6 925-17A

EX WATER LINE

EX SANITARY SEWER

EX GAS LINE

STREET LIGHTING ON AVENIDA DE LOS ARBOLES

CI 5725

APPROXIMATE AREA OF SIDEWALK TO BE REPLACED

CONCRETE CURB RAMP TO BE REPLACED PER CITY'S

STANDARD PLATE 5-1, SEE CTO DETAILS SHEET

FULL WIDTH OVERLAY PER TYPICAL PAVING SECTION

DETAIL 8, SEE CTO DETAILS SHEET. REFER TO SECTION

32 12 16.1 ASPHALT PAVING AND 32 12 32 TACK COAT IN

PROJECT SPECIFICATION.

NOTES:

- ALL STREETLIGHT LOCATION SHALL FOLLOW CITY'S STANDARD PLATE 8-10, ATTACHED

RESIDENTIAL SIDEWALK DETAIL, SEE CTO DETAILS SHEET. EXACT LOCATION WILL BE

MARKED BY THE CITY PRIOR TO CONSTRUCTION.

- REMOVE CURB, GUTTER, SIDEWALK, LANDSCAPE, ETC AS NECESSARY AND RESTORE

TO EXISTING CONDITIONS.

- WATER, SEWER, AND GAS MAIN SHOWN ON PLAN ONLY. SERVICE LATERALS AND

ELECTRICAL/TELECOMMUNICATION CONDUIT NOT SHOWN ON PLAN.

DATETED GERBER, CITY ENGINEER

APPROVED PER THOUSAND OAKS

MUNICIPAL CODE SECTION 3-10.303

ENGINEERING DIVISION MANAGER

DATEPROJECT ENGINEER

CITY OF THOUSAND OAKS

DATE

9/30/2026

LOCATION 5: CALLE ABEDUL, CALLE CASTANODATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

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

7 925-17A

EX WATER LINE

EX SANITARY SEWER

EX GAS LINE

STREET LIGHTING ON AVENIDA DE LOS ARBOLES

CI 5725

NOTES:

- ALL STREETLIGHT LOCATION SHALL FOLLOW CITY'S STANDARD PLATE 8-10, ATTACHED

RESIDENTIAL SIDEWALK DETAIL, SEE CTO DETAILS SHEET. EXACT LOCATION WILL BE

MARKED BY THE CITY PRIOR TO CONSTRUCTION.

- REMOVE CURB, GUTTER, SIDEWALK, LANDSCAPE, ETC AS NECESSARY AND RESTORE

TO EXISTING CONDITIONS.

- WATER, SEWER, AND GAS MAIN SHOWN ON PLAN ONLY. SERVICE LATERALS AND

ELECTRICAL/TELECOMMUNICATION CONDUIT NOT SHOWN ON PLAN.

APPROXIMATE AREA OF SIDEWALK TO BE REPLACED

CONCRETE CURB RAMP TO BE REPLACED PER CITY'S

STANDARD PLATE 5-1, SEE CTO DETAILS SHEET

FULL WIDTH OVERLAY PER TYPICAL PAVING SECTION

DETAIL 8, SEE CTO DETAILS SHEET. REFER TO SECTION

32 12 16.1 ASPHALT PAVING AND 32 12 32 TACK COAT IN

PROJECT SPECIFICATION.

PAVEMENT QUANTITIES - CALLE ABEDUL

OVERLAY

(SF)

OVERLAY

(TON)

LEVELING COURSE (TON)

TOTAL 9040 109 28

DATETED GERBER, CITY ENGINEER

APPROVED PER THOUSAND OAKS

MUNICIPAL CODE SECTION 3-10.303

ENGINEERING DIVISION MANAGER

DATEPROJECT ENGINEER

CITY OF THOUSAND OAKS

DATE

9/30/2026

SCE DETAILSDATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

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

8 925-17A

Handhole Requirements

SCE Public

Approved by:

UGS

Sheet

Underground Structures Standards

Effective Date: 1 of 4

10-24-2014

HP 200

HP 200 Handhole Requirements

Scope HP 200.1 Handhole Requirements

The following tabulation shows the size and type of various handholes, manufacturers’ names, an arbitrarily assigned item number, and SAP numbers. This item number will be the identification used when listed on the “List of Materials” on the working drawing.

Table HP 200–1: Concrete — Unit (Box and Cover) — Parkway

Table HP 200–2: Plastic (HDPE) — Unit (Box and Cover) — Parkway

Item Number

Nominal Size (Inside)

Manufacturers’ Numbers

SAP

Number

BES

Products Brooks Productsa/ a/ Brooks Products (formerly Carson-Brooks)

Christy Concrete Productsb/ b/ Old Castle Enclosure Solutions is the parent company of Christy Concrete Products.

J&R Concrete Products

HH-2b/c/ 10.5" x 17" x 24"

— 36PBB-36MBBE-36PBCC238 N09B-N09X12-N09T72

E3 1/2 PB,

E3 1/2--PB-EXT,

E3 1/2-C-ED

10117724

HH-6 17" x 30" x 24" — 66MBB-66MBBE-66PBCC238 N36B-N36X12-N36T72

E6B-PB,

E6B-(12")EXT,

E6B-C-ED

10117326

HH-1c/ d/ c/ Limited to streetlight use.

d/ Not approved for use on new construction.

10.5" x 17" x 12"

C9E 36PBB-36PBCC238 N09B-N09T72

E3 1/2-PB, E3

1/2-C-ED

10117723

HH-3 13" x 24" x 12" C30 38MBB-38PBCC238 N30B-N30T72 E5-2-PB, E5-2-C-ED 10117319

HH-4 13" x 24" x 24" — 38MBB-38MBBE-38PBCC238 N30B-N30X12-N30T72 – 10117315

HH-5c/ 17" x 30" x 12" C36 66MBB-66PBCC238 N36B-N36T72 E6B-PB, E6B-C-ED 10117322

Item Number Nominal Size (Inside)

Manufacturers’ Numbers

New Basisa/ SAP Number a/ New Basis (formerly Associated Plastics)

Carson Industriesb/ b/ Old Castle Enclosure Solutions is the parent company of Carson Industries (formerly Carson-Brooks)

HH-7c/ d/ c/ Limited to Streetlight Use d/ Not approved for use on new construction

10.5" x 17" x 12" SEA-141912-C012 141912-4HYE60AU0 10117728

HH-8 13" x 24" x 15" SEA-132415-C012 132415-3BYE60GU0 10117725

HH-9 17" x 30" x 15" SEA-173015-C020 173015-3BYE60GU0 10117726

= For Reference Only

What’s Changed? Parent company notes added. Sections made "For Reference Only."

Handhole Requirements Approved by:

UGS

SCE Public

Underground Structures Standards

Effective Date:2 of 4

10-24-2014

HP 200

Sheet

Table HP 200–3: FRP and RPM — Unit (Box and Cover) — Parkway

Table HP 200–4: FRP and RPM — Unit (Box and Cover) — Light Traffic

Note(s):

1. See HP 205 for typical installation.

2. Handholes installed in sidewalks shall be concrete (see Table HP 200–1 [Sheet 1]) or polymer concrete (see Table HP 200–3 [Sheet 2]).

Handholes are for non-traffic loading only. See Note 4 for handholes for vehicle loads.

3. Slight variations may occur between manufacturers’ products.

4. Handholes should not be placed in areas where deliberate vehicle loads are planned. Such locations as driveways and parking lots should not have handholes. When this is unavoidable use only the products listed in Table HP 200–4 (Sheet 2).

5. When ordering new units, be sure to verify that the required Penta-head locking bolts and Edison logo on the cover are included with the order.

Fiberglass Reinforced Plastic (FRP), Polymer Concrete (RPM)

Item Number Nominal Size (Inside)

Manufacturers’ Numbers

Armorcast Products CDR Systemsa/ SAP Number a/ Hubbell Power Systems is the parent company of CDR Systems.

Quazite Corp. b/ b/ Hubbell Power Systems is the parent company of Quazite Corp. (formerly Power and Communication Systems Company

— P&C)

HH-12c/ 17" x 30" x 30" A6001640AX30 A10173030A0C4 PD1730Z500C4 10117431

HH-10c/ 13" x 24" x 18" A600-1946A PA10-1324-18 PG1324-Z549 10117408

HH-11c/ c/ Not approved for use on new construction.

17" x 30" x 18" A600-1640A PA10-1730-18 PG1730-Z567 10117412

Fiberglass Reinforced Plastic (FRP), Polymer Concrete (RPM)

Item Number Nominal Size (Inside)

Manufacturers’ Numbers

Armorcast Products CDR Systemsa/ SAP Number a/ Hubbell Power Systems is the parent company of CDR Systems.

HH-14 17" x 30" x 18" A6001640TA-ED A12173018A0C4 10117375

HH-13b/ b/ Not approved for use on new construction.

13" x 24" x 18" A600-1946TA-ED PA12-1324-18 10117298

HH-15c/ 17" x 30" x 30" – PA12-1730-30 10117333

= For Reference Only

What’s Changed? Parent company notes added. Sections made "For Reference Only."

Handhole Requirements

SCE Public

Approved by:

UGS

Sheet

Underground Structures Standards

Effective Date: 3 of 4

10-24-2014

HP 200

Scope HP 200.2 Handhole Requirements — Replacement Boxes

Table HP 200–5: Concrete (Box Only) — Parkway

Table HP 200–6: Plastic HDPE (Box Only) — Parkway

Table HP 200–7: FRP and RPM (Box Only) — Parkway

Item Number Nominal Size (Inside)

Manufacturers’ Numbers

Brooks Productsa/ SAP Number a/ Brooks Products (formerly Carson-Brooks Inc.)

Christy Concrete Products J&R Concrete

Products

HB-1b/ b/ Not approved for use on new construction.

10.5" x 17" x 12" 36PBB N09B E3 1/2-PB 10117462

HB-2c/ 10.5" x 17" x 24" 36PBB-36MBBE N09B-N09X12

E3 1/2-PB,

E3 1/2-PB-EXT

10117463

HB-3c/ 13" x 24" x 12" 38MBB N30B E5-2-PB 10117465

HB-4 13" x 24" x 24" 38MBB-38MBBE N30B-N30X12 – 10117484

HB-5c/ 17" x 30" x 12" 66MBB N36B E6-B-PB 10117470

HB-6c/ 17" x 30" x 24" 66MBB-66MBBE N36B-N36X12

E6-B-PB,

E6-B-(12")EXT

10117472

Item Number Nominal Size (Inside)

Manufacturers’ Numbers

New Basisa/ SAP Number a/ New Basis (formerly Associated Plastics)

Carson Industriesb/ b/ Old Castle Enclosure Solutions is the parent company of Carson Industries (formerly Carson-Brooks Inc.)

HB-9 17" x 30" x 15" SEB173015CH0 173015-*HY***OU0 10117471

HB-7c/ c/ Not approved for use on new construction.

10.5" x 17" x 12" SEB141912CH0 141912-*HY***OU0 10117464

HB-8 13" x 24" x 15" SEB132415CH0 132415-*HY***OU0 10117466

Fiberglass Reinforced Plastic (FRP), Polymer Concrete (RPM)

Item Number Nominal Size (Inside)

Manufacturers’ Numbers

Armorcast Products CDR Systemsa/ SAP Number a/ Hubbell Power Systems is the parent company of CDR Systems.

Quazite Corp. b/ b/ Hubbell Power Systems is the parent company ofQuazite Corp. (formerly Power and Communication Systems Company — P&C)

HB-11 17" x 30" x 18" A6001640X18-ED B10173018A PG1730B529 10117413

HB-10c/ c/ Not approved for use on new construction.

13" x 24" x 18" A600-1946X18-ED PB10-1324-18 PG1324-B514 10117467

HB-12c/ 17" x 30" x 30" A600-1640X30-ED PB10-1730-30 PG1730-B502 10117473

= For Reference Only

What’s Changed? Parent company notes added. Sections made "For Reference Only."

Handhole Requirements Approved by:

UGS

SCE Public

Underground Structures Standards

Effective Date:4 of 4

10-24-2014

HP 200

Sheet

Table HP 200–8: FRP and RPM (Box Only) — Light Traffic

Fiberglass Reinforced Plastic (FRP), Polymer Concrete (RPM)

Item Number Nominal Size (Inside)

Manufacturers’ Numbers

Armorcast Products CDR Systemsa/ SAP Number a/ Hubbell Power Systems is the parent company of CDR Systems.

HB-13b/ b/ Not approved for use on new construction.

13" x 24" x 18" A600-1946TX18-ED PB12-1324-18 10117474

HB-14b/ 17" x 30" x 18" A600-1640TX18-ED PB12-1730-18 10117475

HB-15b/ 17" x 30" x 30" – PB12-1730-30 10117476

What’s Changed? Parent company notes added. Sections made "For Reference Only."

STREET LIGHTING ON AVENIDA DE LOS ARBOLES

CI 5725

DATETED GERBER, CITY ENGINEER

APPROVED PER THOUSAND OAKS

MUNICIPAL CODE SECTION 3-10.303

ENGINEERING DIVISION MANAGER

DATEPROJECT ENGINEER

CITY OF THOUSAND OAKS

DATE

9/30/2026

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

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

LEGEND

- ELECTROLIER

NOT TO SCALE

NOTE:

SEE PLATE NO. 8-11 FOR STREET LIGHTING NOTES.

CITY OF THOUSAND OAKS

STANDARD

INTERSECTION STREET LIGHTING

LAYOUT

8-12

NOTES:

1. INTEGRAL WITH TRAFFIC SIGNAL STANDARD (CITY OWNED).

2. ALL LAMPS SHALL BE LED OR MOST RECENTLY ADOPTED ENERGY EFFICIENT STANDARD. SPECIFIC

MANUFACTURER AND MODEL OF LUMINAIRE TO BE INSTALLED WILL BE NAMED BY THE CITY ENGINEER.

MARBELITE ELECTROLIER COLOR TO BE EARTH TONED AND/OR MATCH EXISTING ADJACENT STREET

LIGHTS, AS APPROVED BY THE CITY ENGINEER.

3. AT ALL INTERSECTIONS, PLACE POLES AS SHOWN PER PLATE NOS. 8-10 AND 8-12.

4. SPACING 200-250 FEET ALONG ALTERNATE SIDES OF ROAD IN RESIDENTIAL AREAS WITH EXACT LOCATIONS APPROVED BY THE CITY ENGINEER. PLACE POLES AT PROPERTY LINES AND PER PLATE NO. 8-10. AVOID

LIGHTS SHINING INTO REAR LOT AREAS. LOCATE LIGHTS OPPOSITE TEE INTERSECTIONS, AND ON FLAT

SIDE OF OFFSET CUL-DE-SACS PER PLATE NO. 8-12.

5. SPACING 200-250 FEET ALONG BOTH SIDES OF ROAD (IN COMMERCIAL AREAS ONLY) WITH EXACT

LOCATIONS APPROVED BY THE CITY ENGINEER.

6. SIDEWALK EXTENSIONS AROUND POLES MAY ALSO BE REQUIRED (SIMILAR TO PLATE NOS. 8-8 OR 8-9).

7. POLES WILL BE NUMBERED USING THE ATLAS GRID NUMBER, ASSET TYPE, AND UNIQUE THREE-DIGIT

IDENTIFIER. (EX. M13SL001)

8. ALL LUMINAIRES SHALL HAVE A CORRELATED COLOR TEMPERATURE OF 2,700K.

9. ALL LED FIXTURES WILL BE OF TYPE II OR III LIGHT DISTRIBUTION, UNLESS OTHERWISE SPECIFIED BY CITY

ENGINEER.

CLASSIFICATION

STANDARD

PLATES

SCE GEN 6

LED

WATTAGE

HPSV

EQUIVALENT

WATTAGE

LENGTH

NOTES

ALL TRAFFIC SIGNALS N/A 121 W 250 W 30' 12' or 15' 1

PRINCIPAL ARTERIAL 2-1 82 W 200 W 32' 8' 3, 5

SECONDARY/MINOR ARTERIAL 2-2, 2-3 59 W 150 W 31' 6' 3, 5

COLLECTOR AND INDUSTRIAL 2-4, 2-5 37 W 100 W 31' 6' 3, 5

RESIDENTIAL/LOCAL 2-6 to 2-12 29 W 70 W 25' 4' 4

CITY OF THOUSAND OAKS STANDARD

STREET LIGHTING NOTES 8-11

CTO DETAILS

9 925-17A

STREET LIGHTING ON AVENIDA DE LOS ARBOLES

CI 5725

ATTACHED SIDEWALK - RESIDENTIAL

ATTACHED SIDEWALK - COMMERCIAL

DETACHED SIDEWALK

LOCATION DETAIL

NOT TO SCALE

CITY OF THOUSAND OAKS STANDARD

ELECTROLIER DETAIL 8-10

ECR

BCR

1.5% MAX.

R/W

NOTES:

1. REFER TO PLATE NO. 5-6 FOR NOTES AND

DETAILS.

2. ALL DIMENSIONS, ELEVATIONS, SLOPES AND

TRANSITION LENGTHS TO BE DESIGNED BY

ENGINEER.

R/W

PLAN

NOT TO SCALE

PLAN

NOT TO SCALE

SECTION A-A

NOT TO SCALE

7.5% 7.5%

MAX. MAX.

3' MIN.

VARIES

4' MIN.

VARIES

CURB & GUTTER

PER PLATE NO. 8-2

6" RETAINING CURB

4'

VARIES

SIDEWALK PER PLATE NO. 8-3

CURB & GUTTER

PER PLATE NO. 8-2

SIDEWALK PER

PLATE NO. 8-3

RETAINING CURB

NO LIP

4" AB

6" RETAINING CURB

4" CONC

4'

R/W

6"

CITY OF THOUSAND OAKS

STANDARD

CURB ACCESS RAMP

ATTACHED SIDEWALK 5-1

EX. A.B. OR A.S.B.

18"

4' MIN.

18"

1"

3" MIN

EX. A.C. PAVEMENT

(VARIABLE THICKNESS)

SECTION

NOT TO SCALE

NOTES:

1. ALL TRENCHES SHALL BE BACKFILLED WITH 100-E-100 CEMENT/SAND SLURRY MIX.

2. THESE CONDITIONS SHALL BE IN ADDITION TO THOSE ON PLATE NOS. 1-9 AND 8-13.

3. JAGGED AND/OR ROUGH EDGES SHALL BE KEPT AT A MINIMUM. INSPECTOR WILL DETERMINE ANY ADDITIONAL SAW CUTTING. EXTREME CARE MUST BE EXERCISED ON OLDER ROADS WHERE A.C. HAS BROKEN UP OR BECOME BRITTLE. EXISTING A.C. SECTION ADJACENT TO CONCRETE GUTTERS, RAMPS, CURBS, MEDIAN, CATCH BASINS, AND DRIVEWAYS LESS THAN 18" WIDE SHALL BE REMOVED AND REPLACED WITH FULL DEPTH A.C. SECTION AND AS DIRECTED BY THE PUBLIC WORKS INSPECTOR.

4. INITIAL BASE PAVE SHALL BE PER PLATE NOS. 1-5 AND 1-6. ASPHALT SHALL BE 1" THICKER THAN EXISTING, 6" MAXIMUM OR AS DIRECTED BY CITY ENGINEER.

5. ASPHALT FOR FINAL LIFT SHALL BE PER PLATE NOS. 1-5 AND 1-6.

6. SURFACE OF ALL TRENCHES SHALL BE MAINTAINED FLUSH WITH ADJACENT EXISTING PAVEMENT.

7. ALL WORK SHALL BE COMPLETED WITHIN 30 DAYS OF STARTING DATE UNLESS OTHERWISE AUTHORIZED

BY THE CITY ENGINEER.

8. FOR MULTIPLE TRENCH REPAIRS LOCATED ADJACENT TO EACH OTHER, DISTANCE BETWEEN REPAIRS

SHALL BE NO LESS THAN 4' (FLOATERS LESS THAN 4' ARE NOT ALLOWED).

9. SEE PLATE NOS. 1-5 AND 1-6 FOR ADDITIONAL ASPHALT DETAILS.

10. APPLY TACK COAT ON PERIMETER EDGES OF FINAL TRENCH REPAIR.

TRENCH OPENING

S E

E N

O T

E

BASE PAVE, FLUSH TO

SURFACE, SEE NOTE 4

2" GRIND AND OVERLAY

SEE NOTE 5

CITY OF THOUSAND OAKS

STANDARD

TRENCH REPAIR WITHIN

PAVED RIGHT OF WAY 8-14

3/4" SCORE AT CURB & GUTTER EXPANSION JOINT

SECTION A-A SECTION B-B

MONOLITHIC SIDEWALK

B

B

DETACHED SIDEWALK

R/W

DETAILS

NOT TO SCALE

NEW P.C.C. SIDEWALK

12" 6"

2" MIN.

4" MIN.

A

3 DEEP GROOVE, TYP.

DRIVEWAYS AND CURBS RETURNS ONLY

SECTION C-C

SEE NOTE 2

4" MIN.

VARIES 4' MIN.

VARIES

R/W

4' - 6" MIN.

5' MIN.

4"

SEE NOTE 2 MIN.

12' MAX

CURB & GUTTER CURB & GUTTER

12' MAX

A

P.C.C. SIDEWALK

4' MAX.

P.C.C. SIDEWALK

4' MAX.

SIDEWALK SLAB REPAIR WITH DOWEL

MINIMUM 2 DOWELS, SEE NOTE 4

EXISTING CURB

& GUTTER

EXISTING SIDEWALK

NEW SIDEWALK

C

SAWCUT JOINT

EXISTING SIDEWALK

DOWEL, NOTE 4

NOTES:

1. PROVIDE EXPANSION JOINT IN CURBS AND SIDEWALKS AT EACH SIDE OF DRIVEWAY AND AT BOTH ENDS OF ANY CURB

RETURN.

2. 4" A.B. TO BE PLACED UNDER SIDEWALK AND COMPACTED TO 90% RELATIVE COMPACTION.

3. REMOVAL OF CURB, GUTTER OR SIDEWALK SHALL BE TO SCORE LINES. DO NOT LEAVE FLOATING PIECES < 4' LONG.

4. REPLACEMENT OF EXISTING SIDEWALK PANEL REQUIRES THE INSTALLATION OF #4 REINFORCING BARS OF MINIMUM

LENGTH OF 18", TO ALLOW FOR A 6" EMBEDMENT INTO EXISTING CONCRETE AND A 12" EMBEDMENT INTO NEW SIDEWALK WITH SIMPSON ET-3G EPOXY, SPACED A MINIMUM OF 16" O.C. OR APPROVED EQUAL. ADDITIONAL DOWELS

MAY BE REQUIRED TO MEET THE 16" O.C. REQUIREMENT BASED ON THE SIDEWALK WIDTH.

5. ALL CONCRETE SHALL BE 520-C-2500.

6. AN ACCESSIBLE PATHWAY OF 4' MIN. WIDTH SHALL BE PROVIDED AT ALL TIMES. IF AN OBJECT (I.E., FIRE HYDRANT, UTILITY, ETC.) IS TO BE PLACED ON THE SIDEWALK, PROVIDE A SIDEWALK EXTENSION PER PLATE NOS. 8-8 OR 8-9.

SEE NOTE 2

16"

C

2" MIN

CL

CITY OF THOUSAND OAKS

STANDARD

SIDEWALK CONSTRUCTION,

SCORING, AND CROSS SLOPES 8-3

SEE MODIFIED FOUNDATION

DETAIL IN THIS SHEET

RIGHT OF WAY LINE

PROPERTY LINE

RIGHT OF WAY LINE

PROPERTY LINE

RIGHT OF WAY LINE

PROPERTY LINE

SEE SCE DETAILS SHEET

MODIFIED FOUNDATION DETAIL

NOT TO SCALE

R /W

R /W

C L

12'

EXISTING OR NEW

CONCRETE SIDEWALK

EXISTING OR NEW

CONCRETE SIDEWALK

CONCRETE SCORELINE

WHERE OCCURS

EXISTING OR NEW CONCRETE SIDEWALK LIMITS.

CONTRACTOR SHALL CONSTRUCT NEW SIDEWALK

TO THIS LIMITS OR SAW CUT AS NECESSARY.

MODIFIED DETAIL

3" MIN

3"

CEMENT/SAND

SLURRY MIX

4 / 0 BARE COPPER WIRE

TYPICAL DETAIL SECTION - CALLE ABEDUL

NOT TO SCALE

DATETED GERBER, CITY ENGINEER

APPROVED PER THOUSAND OAKS

MUNICIPAL CODE SECTION 3-10.303

ENGINEERING DIVISION MANAGER

DATEPROJECT ENGINEER

CITY OF THOUSAND OAKS

DATE

9/30/2026

Norasaze Nana 05/27/2026

05/27/202605/27/2026

05/27/2026 05/27/2026

05/27/2026 05/27/2026

EXPANSION JOINT3/4" SCORE AT CURB & GUTTER

SECTION A-A SECTION B-B

MONOLITHIC SIDEWALK

B

B

DETACHED SIDEWALK

R/W

DETAILS

NOT TO SCALE

NEW P.C.C. SIDEWALK

12"

2" MIN.

4" MIN.

A

4" DEEP GROOVE, TYP.

4" MIN. GROOVE

2 " OF EXPANSION MATERIAL PER NOTE 2

SECTION C-C

SEE NOTE 4

4" MIN.VARIES 4' MIN.

VARIES

2% MAX 2% MAX.

R/W

4' - 6" MIN.

5' MIN.

2% MAX.

4"

MIN.

SEE NOTE 4

12' MAX

CURB & GUTTER CURB & GUTTER

12' MAX

A

P.C.C. SIDEWALK

SCORE 14" DEEP, TYP.

SCORE 34" DEEP, TYP.

4' MAX.

SCORE 14" DEEP, TYP. P.C.C. SIDEWALK

4' MAX.

SCORE 34" DEEP, TYP.

SIDEWALK SLAB REPAIR WITH DOWEL

MINIMUM 2 DOWELS, SEE NOTE 6 EX. CURB

& GUTTER

EX. SIDEWALK

NEW SIDEWALK

C

SAWCUT JOINT

EX. SIDEWALK

DOWEL, NOTE 6

SEE NOTE 4

16"

C

2" MIN

CL

6"

1% MIN.1% MIN.

CITY OF THOUSAND OAKS STANDARD

SIDEWALK CONSTRUCTION,

SCORING, AND CROSS SLOPES 8-3

NOTES:

1. ALL SIDEWALK PANELS SHALL HAVE A FINE-HAIR-BROOM FINISH.

2. EXPANSION JOINT FILLER SHALL BE PREMOLDED, NON-EXTRUDING, COMPRESSIBLE MATERIAL. PAPER, FELT, AND

BITUMINOUS FIBERBOARD SHALL NOT BE USED.

3. PROVIDE EXPANSION JOINT IN CURBS AND SIDEWALKS AT EACH SIDE OF DRIVEWAY AND AT BOTH ENDS OF ANY

CURB RETURN.

4. 4" A.B. TO BE PLACED UNDER SIDEWALK AND COMPACTED TO 90% RELATIVE COMPACTION, OR PLACEMENT OF

EQUIVALENT SUBGRADE FOUNDATION AS APPROVED BY THE CITY ENGINEER TO ACHIEVE 90% RELATIVE

COMPACTION.

5. REMOVAL OF CURB, GUTTER OR SIDEWALK SHALL BE TO SCORE LINES. DO NOT LEAVE FLOATING PIECES < 4'

LONG.

6. REPLACEMENT OF EXISTING SIDEWALK PANEL REQUIRES THE INSTALLATION OF #4 REINFORCING BARS OF MINIMUM LENGTH OF 18", TO ALLOW FOR A 6" EMBEDMENT INTO EXISTING CONCRETE AND A 12" EMBEDMENT INTO NEW SIDEWALK WITH SIMPSON ET-3G EPOXY, SPACED A MINIMUM OF 16" O.C. OR APPROVED EQUAL.

ADDITIONAL DOWELS MAY BE REQUIRED TO MEET THE 16" O.C. REQUIREMENT BASED ON THE SIDEWALK WIDTH.

7. ALL CONCRETE SHALL BE 520-C-2500.

8. AN ACCESSIBLE PATHWAY OF 4' MIN. WIDTH SHALL BE PROVIDED AT ALL TIMES. IF AN OBJECT (I.E., FIRE

HYDRANT, UTILITY, ETC.) IS TO BE PLACED ON THE SIDEWALK, PROVIDE A SIDEWALK EXTENSION PER PLATE NOS.

8-8 OR 8-9.

05/27/2026