CH-5177 City Hall Courtyard Improvements Plans.pdf

PDF 6 MB Posted Sep 11, 2026

Attached to: City Hall Courtyard Improvements
Solicitation number: 146070
Issued by: Ventura County, California

About this file

Written by GovTribe AI · Sep 16, 2026

This document comprises architectural and engineering plans for the City Hall Courtyard Improvement Project (CH-5177) prepared for the City of Camarillo, California. The project involves comprehensive courtyard improvements including site preparation, concrete walkway and sidewalk construction, storm drainage installation, electrical conduit work, landscape modifications, and protective measures for existing infrastructure. The plans indicate estimated earthwork quantities of 390 cubic yards of cut and 40 cubic yards of fill, with construction to conform to the City of Camarillo's Standard Specifications for Public Works Construction (SSPWC) and Standard Plans for Public Works Construction (SPPWC). The plans were approved by the City of Camarillo Building & Safety Department on September 2, 2026, with effective dates of August 28, 2026, and project coordination managed through the Department of Administrative Services and Department of Public Works. The site location is at Carmen Drive in Camarillo, with work requiring coordination of multiple utility systems, protection of existing improvements including trees and hardscape features, and implementation of comprehensive erosion control and stormwater pollution prevention measures throughout construction.

The project specifications mandate contractor responsibility for selecting, constructing, and maintaining pollution prevention measures including erosion and sediment control until permanent post-construction measures are functional. Contractors must maintain an accessible pathway to City Hall entrances at all times, coordinate staging areas within designated 75'x22' and 80'x17' locations, provide flagging services during construction hours, and restore the work area to preconstruction condition upon completion. All construction must comply with CASQA Construction Best Management Practices (BMPs) including silt fence installation, storm drain inlet protection, material delivery and storage practices, spill prevention and control, and dewatering operations. The contractor must notify Underground Service Alert at least two working days prior to excavation and coordinate with city staff regarding existing buried utilities, with a licensed surveyor required for control staking and existing infrastructure survey. Professional design and engineering oversight was provided by TS Structural (PMG, BHR contact 800.579.3881, San Luis Obispo, CA), with architect coordination required for specific construction direction regarding wall removal, tree removal, electrical systems modifications, lighting systems, and irrigation system protection or relocation.

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Other files

File	Type	Posted
City Hall Courtyard Improvements CH-5177 Specifications.pdf	PDF	Sep 11, 2026
Declaration of Eligibility to Contract page 13.pdf	PDF	Sep 11, 2026
Noncollusion Declaration page 9.pdf	PDF	Sep 11, 2026
Bid Proposal pages 1-4.pdf	PDF	Sep 11, 2026
Bidders Information Certification page 12.pdf	PDF	Sep 11, 2026
Bid Bond pages 14-15.pdf	PDF	Sep 11, 2026
Certification for Contracts page 16.pdf	PDF	Sep 11, 2026
Certification Regarding Department of Industrial Relations page 17.pdf	PDF	Sep 11, 2026
Proposal List of Subcontractors pages 5-8.pdf	PDF	Sep 11, 2026

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19242

N/A

CH-5177

1 17

8/28/2026

CITY OF CAMARILLO

BUILDING & SAFETY

INT: HH

APPROVED

CITY OF CAMARILLO

09/02/2026

-2 6-

09 / 08 / 2026

19243

N/A

2 17

N/A N/A

N/A

CITY OF CAMARILLO

BUILDING & SAFETY

INT: HH

APPROVED

CITY OF CAMARILLO

09/02/2026

192443 17

N/A

CH-5177

CITY OF CAMARILLO

BUILDING & SAFETY

INT: HH

APPROVED

CITY OF CAMARILLO

192454 17

N/A

CH-5177

CITY OF CAMARILLO

BUILDING & SAFETY

INT: HH

APPROVED

CITY OF CAMARILLO

REVIEWED:

APPROVED:

REVIEWED:

REV. DESCRIPTION APP'D DATE

DEPARTMENT OF ADMINISTRATIVE SERVICES

CITY OF CAMARILLO

DRN BY: DES BY: CK'D BY:

RECOMMENDED BY:

SPEC. NUMBER PROJ. NUMBER

F.B. PG. SHEET OF C-

PREPARED BY:

DEPUTY DIRECTOR, LAND DEVELOPMENT

CITY ENGINEER DATE

DEPARTMENT OF PUBLIC WORKS

RCE 76459 EXPIRES: 12/31/2026

DIRECTOR of ADMINISTRATIVE SERVICES

REVIEWED:

MAINTENANCE SUPERINTENDENTPLAN CHECK CONSULTANT

BRET ROOKS, P.E., LEED AP 07.22.2026

LICENSE NO. C63445 EXPIRES: 09/30/2026

DEPUTY DIRECTOR, CAPITAL PROJECTS

REVIEWED:

DEPUTY DIRECTOR, ENVIRONMENTAL/STORMWATER

WATER SUPERINTENDENT DATE

WATER RECLAMATION SUPERINTENDENT DATE

DATE

DIRECTOR of COMMUNITY DEVELOPMENT DATE

PMG PMG BHR

800.579.3881 www.tsstructural.com

684 Clarion Court San Luis Obispo, CA 93401

SHEET TITLE

SHEET NUMBER

J K K.4

Extent of Roof Above

(E) Foundations to Remain

(E) Tube Steel Column and its Pad Foundation to Remain

(E) Foundations to Remain

(E) Conc. Retaining Wall & Footing to be Removed Within this Area (Confirm Extents with Architect)

S1.0

Foundation Plan

If Masonry Wall Footing is Separate from

(E) Column Pad Footing, All of the Masonry Wall Footing May be Removed;

If Not Separate, Leave in Place 12" Min.

of (E) Masonry Wall Footing and Seal Exposed Cut Rebar w/ Durable Waterproof Coating (Suggestion: LPS Cold Galvanize or Approved Equal Coating)

" M in

19246 5 17

N/A

N/AA

CH-5177

CITY OF CAMARILLO

BUILDING & SAFETY

INT: HH

APPROVED

CITY OF CAMARILLO

131131131

131.44'

CP PK

131.02'

CP CHS X TC

132.68'

CP CHS X

132.37'

CP X

BENCHMARK:

VERTICAL DATUM IS NAVD88 PER VENTURA COUNTY 2" BRASS DISK.

ELEVATION = 132.94'

CAUTION! CONFIRM BENCHMARK DATA AND CONDITION WITH PROJECT SURVEYOR (WATERS CARDENAS LAND SURVEYING, LLP) PRIOR TO USE.

TOPOGRAPHY:

EXISTING TOPOGRAPHY COMPILED USING FIELD SURVEYS BY WATERS CARDENAS LAND SURVEYING, LLP DATED DECEMBER 2025, AND COMPUTER AIDED DRAFTING SOFTWARE FILE(S) PROVIDED BY WATERS CARDENAS LAND SURVEYING, LLP.

BASIS OF BEARING:

HORIZONTAL BASIS OF COORDINATES ARE NAD83 PER V.C.F.B. 1998-0063

CONTROL POINTS:

SURVEY MONUMENT PROTECTION:

PROTECT AND PRESERVE, IN PLACE, ALL SURVEY MONUMENTS AND BENCHMARKS. DO NOT DISTURB, MOVE, OR RELOCATE MONUMENTS OR BENCHMARKS WITHOUT THE PRIOR REVIEW AND APPROVAL BY THE AGENCY HAVING JURISDICTION OVER THE MONUMENT OR BENCHMARK. THE CONTRACTOR SHALL CONTRACT WITH A LICENSED SURVEYOR FOR MONUMENTS REQUIRING DISTURBANCE OR REMOVAL, AND THE SURVEYOR SHALL RESET THE MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND

PROFESSIONAL CODE SECTION 8771.

LIST OF SYMBOLS:

AC ASPHALTIC CONCRETE

ACP ASBESTOS CEMENT PIPE

AB AGGREGATE BASE

BC BEGIN CURVE

BCR BEGIN CURB RETURN

BD BASEMENT DRAIN

BFV BUTTERFLY VALVE

BM BENCHMARK

BV BALL VALVE

BVC BEGIN VERTICAL CURVE

BW BACK OF WALK

CIP CAST IRON PIPE

CJ CRACK CONTROL JOINT

CL CLASS

L OR C/L CENTERLINE

CMP CORRUGATED METAL PIPE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CTV CABLE TELEVISION

DIP DUCTILE IRON PIPE

D DRAIN

E ELECTRICAL

DI DROP INLET

EC END CURVE

ECR END CURB RETURN

EG EXISTING GRADE

EJ EXPANSION JOINT

EL ELEVATION

EP EDGE OF PAVEMENT

EVC END VERTICAL CURVE

EW EACH WAY

EX EXISTING

FD FLOOR DRAIN

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

L OR FL FLOWLINE

FLG FLANGE

FS FINISH SURFACE

G GAS

GB GRADE BREAK

GM GAS METER

GSP GALVANIZED STEEL PIPE

GSV GAS VALVE

GV GATE VALVE

HB HOSE BIB

HP HIGH POINT

INV INVERT

L CURVE LENGTH

LF LINEAL FEET

MH MANHOLE

MJ MECHANICAL JOINT

NIC NOT INCLUDED IN CONTRACT

OC ON CENTER

OCEW ON CENTER EACH WAY

PCC POINT OF COMPOUND CURVATURE

PI POINT OF INTERSECTION

(OF CURVE TANGENTS)

L OR P/L PROPERTY LINE

PRC POINT OF REVERSE CURVATURE

PVC POLY-VINYL CHLORIDE

PV PLUG VALVE

R RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

RG RETAINING GLAND

RSJ ROUGH SURFACE JOINT

R/W RIGHT-OF-WAY

S SEWER

SD STORM DRAIN

SL STREET LIGHT

ST STL STAINLESS STEEL

STA STATION

STD DTL STANDARD DETAIL

T TELEPHONE

T BLK THRUST BLOCK

TB TOP OF BERM

TC TOP OF CURB

TCN TOP OF CONCRETE

TD TOP OF DIKE

TF TOP OF FOOTING

TG TOP OF GRATE

TI TRAFFIC INDEX

TL TRAFFIC LIGHT

TP TOP OF PAVEMENT

TYP TYPICAL

TW TOP OF WALL

VCP VITRIFIED CLAY PIPE

VPI VERTICAL POINT OF INTERSECTION

(OF VERTICAL CURVE TANGENTS)

W WATER

W/ WITH

WD WALL DRAIN

WM WATER METER

WV WATER VALVE

DELTA (CURVE CENTRAL ANGLE)

± APPROXIMATELY

% PERCENT

< LESS THAN

> GREATER THAN

100.00 100.00

W WM

LEGEND:

DESCRIPTION EXISTING PROPOSED

CENTERLINE

EDGE OF A.C. PAVEMENT

ELEVATION

CONCRETE PAVEMENT

A.C. PAVEMENT

PROPERTY LINE

RIGHT-OF-WAY LINE

EASEMENT LINE

CONTOURS (MAJOR)

CONTOURS (MINOR)

BENCH MARK

TREE CANOPY

APPROX. SAW CUT LINE

LIMIT OF GRADING LINE

GRADE BREAK LINE

FLOW LINE

SLOPE LINE

FENCE

RETAINING WALL

WATER

SEWER

STORM DRAIN

POWER

GAS

TELEPHONE

CABLE TV

MANHOLE

CLEANOUT

WATER METER & LATERAL

FIRE HYDRANT

THRUST BLOCK

FITTING

STREET LIGHT

12 12

(100.00)

S S

SD SD

E E

G G

T T

CTV CTV

W WM

28 AUGUST 2026

FACING.

TO STARTING ANY EXCAVATION OR RESUR-

SERVICE ALERT TWO WORKING DAYS PRIOR

CONTRACTOR IS TO NOTIFY UNDERGROUND

ALL UTILITY LOCATIONS ARE APPROXIMATE.

IMPORTANT NOTICE

Know what's

LOCATION MAP

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

VENTURA

101 118

PROJECT LOCATION

CAMARILLO

OXNARD

34 34

THOUSAND OAKS

PLAN NORTH

W.O. 25097

REVIEWED:

APPROVED:

REVIEWED:

REV. DESCRIPTION APP'D DATE

DEPARTMENT OF ADMINISTRATIVE SERVICES

CITY OF CAMARILLO

DRN BY: UM DES BY: AHC CK'D BY: AHC

RECOMMENDED BY:

SPEC. NUMBER PROJ. NUMBER

F.B. PG. SHEET OF 1 C-

PREPARED BY:

DEPUTY DIRECTOR, LAND DEVELOPMENT

CITY ENGINEER DATE

DEPARTMENT OF PUBLIC WORKS

RCE 76459 EXPIRES: 12/31/2026

DIRECTOR of ADMINISTRATIVE SERVICES

REVIEWED:

MAINTENANCE SUPERINTENDENT

PLAN CHECK CONSULTANT

LICENSED ARCHITECT DATE

LICENSE NO. EXPIRES: / /

DEPUTY DIRECTOR, CAPITAL PROJECTS

REVIEWED:

DEPUTY DIRECTOR, ENVIRONMENTAL/STORMWATER

WATER SUPERINTENDENT DATE

WATER RECLAMATION SUPERINTENDENT DATE

DATE

DIRECTOR of COMMUNITY DEVELOPMENT DATE

374 POLI STREET, SUITE 101

VENTURA, CALIFORNIA 93001

(805) 653-6597

BY: DATE:

No. 71335

G-1

SHEET TITLE

SHEET NUMBER

SITE

SEE GENERAL CONSTRUCTION NOTES ON SHEET

C-1 FOR ADDITIONAL REQUIREMENTS REGARDING

LOCATING AND PROTECTING EXITING BURIED

PIPING, CONDUITS AND APPURTENANCES.

CONTRACTOR'S STORM WATER POLLUTION CONTROL RESPONSIBILITIES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING, CONSTRUCTING AND MAINTAINING POLLUTION

PREVENTION MEASURES, INCLUDING THOSE FOR EROSION AND SEDIMENT CONTROL, AS NECESSARY TO PREVENT ANY POLLUTANT AT ANY LEVEL FROM BEING CONVEYED OFF THE CONSTRUCTION SITE. THE CONTRACTOR SHALL CONTINUE TO MAINTAIN THE TEMPORARY PREVENTION MEASURES UNTIL THE REQUIRED POST-CONSTRUCTION POLLUTION PREVENTION MEASURES ARE IN PLACE AND COMPLETELY FUNCTIONAL, INCLUDING PERMANENT LANDSCAPING.

2. INITIAL PROJECT EROSION CONTROL MEASURES CANNOT ADDRESS ALL SITE DEVELOPMENT AND STORM CHARACTERISTICS WHICH WILL EVOLVE OVER THE COURSE OF CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOT ONLY IMPLEMENT MEASURES AS NEEDED, BUT TO MAKE ADJUSTMENTS AND EXPANSIONS IN THE IMPLEMENTATION AS NECESSARY TO ADAPT TO THE CONTRACTOR'S CONSTRUCTION OPERATIONS AND SCHEDULE, TO ADDRESS EVOLVING SITE CONDITIONS AS WELL AS ACTUAL WEATHER

CONDITIONS.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE EMPLOYEES AND SUBCONTRACTORS ARE TRAINED REGARDING THESE REQUIREMENTS AND TO MAINTAIN RECORDS OF THE INSTALLATION, MODIFICATION, INSPECTION, AND MAINTENANCE OF STORM WATER POLLUTION PREVENTION MEASURES INCLUDING, BUT NOT LIMITED TO: TRAINING, INSPECTION, MAINTENANCE LOG; RECORD DRAWINGS SHOWING LOCATIONS, LIMITS, AND DATES OF INSTALLATION FOR VARIOUS MEASURES; DATED PHOTOGRAPHS AND FIELD SKETCHES.

4. THE CONTRACTOR SHALL PROVIDE INSTALLATION, ROUTINE INSPECTION AND MAINTENANCE, ADJUSTMENTS AND EXPANSION DUE TO EVOLVING SITE CONDITIONS, EMERGENCY MAINTENANCE AND ADJUSTMENTS DUE TO

ACTUAL STORM AND SITE CONDITIONS, AND DOCUMENTATION.

SHEET INDEX

SHEET NO. GENERAL DESCRIPTION

1 G-1 TITLE SHEET

2 C-1 OVERALL SITE PLAN

3 C-2 ENLARGED PLAN

4 C-3 ENLARGED PLAN

5 EX-1 ACCESSIBLE PATHWAY DURING CONSTRUCTION

6 CD-1 DETAILS

7 CD-2 DETAILS

8 EW-1 EARTHWORK PLAN

9 EC-1 EROSION CONTROL / SWPPP PLAN

10 EC-2 EROSION CONTROL SPECIFICATIONS

11 CS-1 TECHNICAL SPECIFICATIONS

12 CS-2 TECHNICAL SPECIFICATIONS

TITLE SHEET

CITY HALL COURTYARD IMPROVEMENT PROJECT

PROJECT CH-5082

POINT TABLE

Point # Elevation Northing Easting Description

131.02 1905300.90 6243759.18 CP CHS X TC

132.37 1905249.40 6243667.72 CP X

131.44 1905272.03 6243919.33 CP PK

132.68 1905360.90 6244004.45 CP CHS X

ESTIMATED EARTHWORK QUANTITIES:

CUT: 390 CUBIC YARDS

FILL: 40 CUBIC YARDS

NOTE: SHRINKAGE, CONSOLIDATION AND SUBSIDENCE

FACTORS AND LOSSES DUE TO CLEARING AND DEMOLITION

OPERATIONS ARE NOT INCLUDED. ESTIMATED EARTHWORK

QUANTITIES ARE BASED ON THE APPROXIMATE DIFFERENCE

BETWEEN EXISTING GRADES AND PROPOSED FINISH GRADES

OR PAVEMENT SUBGRADES, AS INDICATED ON THE PLANS, AND

SHOULD VARY ACCORDING TO THESE FACTORS AND LOSSES.

CONTRACTOR SHALL ACCEPT OR CONFIRM EXISTING

TOPOGRAPHIC INFORMATION, SHALL REVIEW THE SITE AND THE

GEOTECHNICAL REPORT(S) AND MAKE HIS OWN

INTERPRETATIONS AND CONCLUSIONS WITH RESPECT

THERETO, AND SHALL PERFORM AN INDEPENDENT EARTHWORK

ESTIMATE ON WHICH TO BASE HIS BID. ONCE GRADING IS

STARTED, THE TOPOGRAPHIC INFORMATION HAS BEEN

ACCEPTED BY CONTRACTOR.

CONTROL POINTS LOCATION MAP

SCALE: 1" = 30'

PROJECT SITE

C A

R M

POINT

PONDEROSA DRIVE

POINT

8/28/2026

19247

N/AA

N/A

CH-5177

CITY OF CAMARILLO

BUILDING & SAFETY

INT: HH

APPROVED

CITY OF CAMARILLO

131.30'

SWS

131.57'

SWS FL

131.83'

131.92'

BSW

1.8

1.6

'131.80'

BSW

131.73'

131.49'

FL SWS

131.26'

SWS

131.21'

SWS

131.34'

FL SWS

131.58'

131.69'

BSW 13

1.5

LS 24NS

1.7

131.97'

BSW

131.85'

131.50'

1.7

1.5

131.80'

131.48'

131.39'

131.73'

131.6' 131.6'

131.86'

131.46'

T12PEAR15

131.7'

131.94'

131.50'

131.93'

RAMP

131.94'

RAMP

ICV .5

ICV 1.8X1.3

ICV 1.3X1

ICV 1.8X1.3

131.99'

TC DAY

132.06'

CONC

132.05'

CONC

131.77'

RAMP

131.72'

RAMP

131.70'

TC DAY 131.71'

SBS

131.48'

SBS

131.48'

SBS

131.70'

SBS

131.75'

TC DAY

131.74'

RAMP

131.79'

RAMP

132.10'

132.0' SIGN

2.0

132.20'

CONC

132.16'

TC DAY 132.18'

RAMP

132.03'

RAMP

132.06'

131.77'

MBD 4

131.69'

PAY BOX

131.51'

TC DAY

131.79'

132.06'

132.22'

CONC

2.0

132.42'

CONC

SIGN

132.48'

CONC

132.55'

132.91'

132.87'

132.50'

132.46'

CONC

2.2

ICV 1.3X1.8

132.2'

132.51'

CONC

132.53'

132.89'

ICV CL .9

T12MAG12

132.28'

BENCH CL2

132.43'

CONC 132.1'

132.40'

CONC JT

133.71'

WALL

135.56'

WALL

6.4

5.6

3.9

T14 24JAC20

133.98'

VAL 4X2

2.4

3.5

4.9

4.6

2.9

2.3

131.7'

132.0'

132.17'

132.31'

TC132.0'

132.1' 132.44'

132.67'

2.3

132.6' 132.91'

132.89'

132.6'

132.5' 132.68'

132.44'

132.3'

132.0' 132.34'

131.94'

1.8

1.7

131.80'

131.87'

131.89'

131.40'

CONC JT

131.42'

132.39'

CONC JT

1.5

131.69'

CONC JT

131.57'

TC JT

134.03'

WALL

134.12'

WALL

131.5'

131.71'

BSW

131.57'

131.23'

131.15'

SWS SBS

131.11'

SBS

131.16'

SBS

131.29'

131.59'

RAMP 131.74'

RAMP

SIGN HCR

131.71'

TC DAY

131.46'

131.71'

131.42'

RAMP131.39'

SBS

131.18'

SBS

131.19'

SBS

131.43'

SBS

ICV .5

SIGN HC

LS 24NS

T16ALDER16

SIGN HC

131.86'

E VLT 1X1.3

131.79'

E VLT .813

2.1

2.0

'131.30'

SIGN HC

131.48'

SBS

131.22'

SBS

131.23'

SBS

131.24'

SBS

131.60'

RAMP

131.66'

RAMP

131.89'

131.7'

SIGN HC

131.97'

RAMP

131.89'

RAMP

131.89'

131.57'

131.61'

TC DAY

131.57'

131.93'

131.99'

BSW JT

131.26'

TC DAY

131.28'

CONC

131.22'

CONC

131.18'

CONC

131.22'

CONC

131.24'

CONC

131.27'

CONC131.28'

TC DAY

131.60'

131.93'

132.00'

CONC JT

132.04'

CONC JTSIGN

2.0

131.96'

131.56'

131.36'

SWS

131.58'

SWS

131.78'

132.10'

TC JT

132.17'

BSW JT

2.0

LT .75

132.28'

CONC 132.24'

CONC132.1'

132.0' 132.16'

CONC JT

132.21'

CONC JT 13

2.0

132.31'

CONC

2.4

' 13 2.4

1.6

1.9

'131.10'

DI .9X

1.8

1.9

132.15'

CONC

132.17'

CONC

2.0

132.15'

CONC JT

132.09'

CONC JT

1.8

1.9

ICV 1.3X1.8

132.04'

CONC

132.01'

CONC

1.8

132.03'

CONC

132.04'

CONC

LT .75

T22SYC29

2.2

1.8

132.00'

CONC JT

131.99'

CONC JT

1.8

132.05'

CONC

131.96'

CONC

1.7

1.8

131.99'

CONC JT

132.59'

CONC JT

132.95'

132.8' 13 2.

132.91'

TC132.57'

132.8' 132.96'

132.65'

CONC JT

132.12'

CONC JT

131.9'

1.8

131.99'

CONC

T10MAG13

132.8'

132.97'

132.66'

132.07'

CONC

1.9

ICV 1.3X1

1.9

132.08'

CONC JT

132.10'

CONC JT

1.9

132.14'

CONC

132.24'

CONC JT

2.0

132.59'

CONC JT

132.94'

132.8'

2.8

132.90'

132.58'

1.8

131.97'

CONC

ICV 10

131.8' 131.96'

CONC JT

132.16'

CONC JT

2.0

131.9' 132.09'

CONC

132.03'

CONC JT

132.10'

CONC JT

131.88'

CONC JT

131.97'

CONC JT

1.8

1.9

131.93'

CONC

131.93'

CONC

1.6

1.7

131.86'

CONC

144.22'

144.15'

144.25'

131.89'

CONC JT

131.88'

CONC JT

1.7

132.23'

2.0

1.7

131.93'

CONC

131.93'

CONC

131.90'

CONC

131.8'

131.7'

131.92'

CONC

LT .75

131.97'

CONC

130.81'

DI .9X

1.2

1.5

0.9

1.5

1.7

131.96'

CONC JT

131.93'

CONC JT

1.7

131.97'

CONC

131.8'131.8'

131.97'

CONC

131.98'

CONC

LT .75131.98'

CONC JT

132.05'

CONC JT

1.8

132.01'

CONC JT

132.05'

CONC JT

132.01'

CONC JT132.04'

TILE

132.29'

TILE

132.29'

CONC JT132.29'

CONC JT

2.1

'132.40'

CONC

132.41'

132.42'

CONC

2.1

2.2

132.32'

CONC JT

132.33'

CONC JT

132.31'

DOOR BUTTON

132.27'

TILE

2.1

132.30'

CONC

132.31'

BLD

132.33'

BLD

132.11'

TILE 132.03'

CONC

132.01'

CONC

1.6

132.00'

CONC

HEDGE

HEDGE HEDGE

HEDGE

HEDGE HEDGE

HEDGEHEDGE

HEDGE

132.43'

WALL

132.06'

WALL

132.17'

CONC

132.06'

132.09'

BLD DNC BLD DNC POST DNC

POST DNC

131.87'

CONC

1.6

1.8

132.08'

CONC

132.08'

TILE

132.28'

TILE

132.30'

BENCH CL 2

132.27'

TILE

132.25'

TILE

2.0

132.31'

BLD

132.23'

CONC

2.0

132.25'

WALL

133.55'

TW 1.5 133.53'

TW 1.5

132.30'

WALL

132.23'

WALL

133.52'

133.2'

133.54'

132.23'

WALL

132.20'

CONC

1.9

132.1'

132.27'

TILE

132.20'

TILE 13

2.0

LT 12

T14PEAR14

LT 12

2.1

T8GAV10

GND

132.12'

BENCH CL 2

132.09'

TILE

131.12'

DI 10

LT 12SS

LT 12

SCO 10

131.8'

132.0'

2.3

132.57'

CONC132.0'

2.1

132.57'

CONC

ELECT VLT1.3X1

132.21'

WV 4X

LT 12

132.12'

BENCH CL 2

132.07'

TILE

LT 12 OS 3

LT 12

ICV .5

ICV 1.3X1

ICV 1.8X1.3

ICV 1.3X1

ICV .5132.27'

WALL

132.62'

WALL

132.48'

WALL

144.18'

144.23'

ICV 1.3X1.8

132.43'

CONC

LT .75

132.24'

CONC

132.24'

CONC

132.24'

CONC132.20'

CONC JT

132.18'

CONC

132.23'

CONC JT

132.20'

CONC

132.24'

CONC JT

132.22'

CONC132.17'

CONC JT

132.12'

CONC

132.16'

CONC JT

132.21'

CONC JT

1.8

132.18'

CONC

132.23'

CONC JT

132.18'

CONC

132.26'

CONC JT

132.20'

CONC

132.10'

CONC

132.13'

CONC JT

132.15'

CONC

132.18'

CONC

132.19'

CONC JT 132.14'

CONC

132.08'

CONC

132.09'

CONC

132.13'

CONC JT

132.09'

CONC

132.09'

CONC JT 132.14'

CONC

132.22'

CONC

HEDGEHEDGE

HEDGE

2.0

132.36'

CONC

LT .75

3.4

3.9

2.2

T16PEAR16

1.8

131.97'

CONC

132.07'

CONC

132.01'

CONC JT

131.83'

CONC

9' C

3.8

.4'

8AMBER8

.65'

ONC

131.89'

CONC JT

131.95'

CONC

132.10'

CONC

LT .75

131.95'

CONC JT

131.90'

CONC JT

131.88'

CONC

131.94'

CONC

131.94'

BLD

131.95'

BENCH

132.10'

CONC JT

132.19'

CONC JT

132.10'

BLD

1.8

132.02'

CONC JT

132.08'

CONC JT

132.08'

CONC

131.91'

BLD

(1.6%)

(3 .1

(0.6%) (2.4%) (1.0%)

(2 .0

(2.2%)

(2.0%) (2.8%)

(0 .2

) (0

(0.8%

(1.0% ) (0

(1.7%)

131.65

BSW

.6 9)

131.89 TC

131.72 FG

(132.07) FS

131.90 FG

(132.22) TCN,FS

132.05 FG

131.5

(1 .8

.0 9)

F S

131.7FG

(132.20) FS

132.03 FG

(1 .8

E E

E E E E E E E

IRR

SD SD SD

SD SD

(12 8.4

(12 5.9

V 6"

(12 5.8

V 8"

(12 5.7

V10

131.9FG

132.7

131.7FG131.8

.3 0)

8" (1

V 4"

E E

131.9FG

131.90 TC

131.73 FG

(131.71) TCN

131.54 FG

IRR IRR

IRR

.0 8±

) F S

5.0'

10'

5.0'

32 30

43 6

11 8

TYP.

28 AUGUST 2026 W.O. 25097

APPROVED:

REV. DESCRIPTION APP'D DATE

DEPARTMENT OF ADMINISTRATIVE SERVICES

CITY OF CAMARILLO

DRN BY: UM DES BY: AHC CK'D BY: AHC

RECOMMENDED BY:

SPEC. NUMBER PROJ. NUMBER

F.B. PG. SHEET OF 1 C-

DATEDIRECTOR OF ADMINISTRATIVE

SERVICES

C-1

SHEET TITLE

SHEET NUMBER

SCALE: 1"=10'

10 20 30

GRAPHIC SCALE

GENERAL CONSTRUCTION NOTES THIS SHEET:

A. REFER TO LEGEND AND LIST OF SYMBOLS ON SHEET SHEET G-1.

B. UNLESS OTHERWISE SPECIFICALLY NOTED, ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) AND THE STANDARD PLANS FOR PUBLIC WORKS

CONSTRUCTION (SPPWC), LATEST EDITIONS USED BY THE CITY OF CAMARILLO.

C. UNLESS OTHERWISE SPECIFICALLY NOTED, PROTECT EXISTING PUBLIC UTILITIES AND INFRASTRUCTURE WITHIN WORK AREA. NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 2 WORKING DAYS IN ADVANCE OF BEGINNING

EXCAVATION AT 1-800-422-4133.

D. PROTECT EXISTING INFRASTRUCTURE WITHIN WORK AREA. INVESTIGATE WITH CITY STAFF THE LOCATIONS AND DISPOSITIONS OF EXISTING BURIED CONDUITS, PIPELINES AND STRUCTURES WITHIN WORK AREA IN ADVANCE OF

BEGINNING GRADING OR TRENCHING. MARK LOCATIONS WITH PAINT OR RED FLAGS.

PROTECT AND MAINTAIN IN SERVICE ALL SUCH FACILITIES UNTIL OTHERWISE APPROVED IN WRITING BY CITY.

E. IF ELECTRICAL CONDUITS ARE SUSPECTED OF BEING IN THE WORK AREA BUT CANNOT BE LOCATED, HAVE OWNER'S OPERATIONS/MAINTENANCE STAFF SHUT OFF POWER TO THOSE CONDUITS DURING EXCAVATION. TIMING

AND DURATION OF SHUT-OFFS MUST BE APPROVED IN ADVANCE BY CITY.

F. HORIZONTAL LOCATIONS OF EXISTING BURIED CONDUITS, PIPES AND STRUCTURES AS SHOWN ON THE DRAWINGS OR AS MARKED IN THE FIELD ARE APPROXIMATE ONLY; VERTICAL LOCATIONS ARE NOT KNOWN. BEFORE BEGINNING TRENCHING OR GRADING, LOCATE AND EXPOSE ALL BURIED CONDUITS, PIPES AND STRUCTURES WHICH CROSS OR OTHERWISE MAY CONFLICT WITH NEW IMPROVEMENTS, OR WHICH ARE TO BE JOINED BY NEW IMPROVEMENTS.

HAVE HORIZONTAL AND VERTICAL LOCATIONS DETERMINED BY SURVEY AND CONFIRM SIZES, MATERIALS AND USES. PROVIDE RESULTS OF THIS INVESTIGATION AND SURVEY TO OWNER'S CONSTRUCTION REPRESENTATIVE FOR REVIEW BEFORE WORK IS COMMENCED. ALLOW FIVE (5) WORKING DAYS FOR REVIEW; MORE TIME MAY BE REQUIRED DEPENDING ON COMPLETENESS OF INFORMATION PROVIDED AND ON EXTENT OF CONFLICTS, IF ANY.

G. RETAIN A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL AND VERTICAL CONTROL FOR LAYOUT OF THE WORK, FOR SURVEYING OF EXISTING BURIED PIPELINES, CONDUITS AND STRUCTURES, AND FOR GRADE CONFIRMATION

WHERE REQUIRED DURING CONSTRUCTION.

CONFIRM CONTROL DATA WITH TOPOGRAPHIC MAPPING SURVEYOR (WATERS CARDENAS LAND SURVEYING, LLC) PRIOR TO STAKING WORK. IN ADDITION, CHECK STAKING AT KEY LOCATIONS BY SCALING DISTANCES AND TAPING

FROM EXISTING FEATURES SHOWN ON PLAN.

H. DEMOLISH AND REMOVE EXISTING OBJECTIONABLE MATERIAL FROM THE WORK AREA AND DISPOSE OF AS NECESSARY TO COMPLETE THE WORK, WHETHER OR NOT SPECIFICALLY CALLED FOR ON THE DRAWINGS.

I. CONSTRUCT GRAVITY PIPELINES (SEWER, STORM DRAIN) AHEAD OF OTHER UNDERGROUND CONDUITS.

J. FOR CONCRETE PAVEMENTS, WALKWAYS, CURBS, GUTTER AND WALLS, LAY OUT EXPANSION AND CONTROL JOINTS PER DRAWINGS AND SPECIFICATIONS AND MARK JOINT LOCATIONS ON FORMS FOR REVIEW BY OWNER'S

CONSTRUCTION REPRESENTATIVE PRIOR TO ORDERING CONCRETE.

K. WHETHER OR NOT SPECIFICALLY CALLED FOR ON THE DRAWINGS, PROTECT FROM DAMAGE ALL EXISTING FEATURES WITHIN AND IN THE VICINITY OF THE WORK AREA WHICH ARE NOT TO BE ALTERED BY PROPOSED WORK:

1. DOCUMENT THE EXISTING CONDITION AND PROVIDE SUCH DOCUMENTATION TO OWNER'S CONSTRUCTION

REPRESENTATIVE PRIOR TO BEGINNING WORK.

2. PROTECT DURING CONSTRUCTION FROM PHYSICAL AND ESTHETIC DAMAGE INCLUDING CRACKING, SCRAPING, DEFORMING, SOILING, AND SPATTER FROM PAINT, CONCRETE OR ASPHALT EMULSION.

3. RESTORE TO PRE-CONSTRUCTION CONDITION AND APPEARANCE TO SATISFACTION OF OWNER AT NO

ADDITIONAL COST TO OWNER.

L. ALL REFERENCE AND PLAN DETAILS APPLY, WHETHER OR NOT SPECIFICALLY CALLED FOR ON THE PLANS.

M. FOR HARD SURFACE AREAS, USE ELEVATIONS GIVEN ON PLAN FOR GRADE CONTROL; PERCENT SLOPES AND

CONTOURS, IF GIVEN, ARE FOR ILLUSTRATIVE PURPOSES ONLY.

OVERALL SITE PLAN

CITY HALL COURTYARD IMPROVEMENT PROJECT

PROJECT CH-5REFER TO ARCHITECT'S DRAWINGS FOR

SPECIFIC DIRECTION AS FOLLOWS:

1. FOR REMOVAL TO EXISTNG SCREEN WALL.

2. FOR DIRECTION TO REMOVE SPECIFIC TREE(S).

3. FOR DIRECTION REGARDING PROTECTION OR REMOVAL OF

EXISTING PLANTS AND SHRUBS.

4. FOR DIRECTION REGARDING PROTECTION OR

MODIFICATION TO EXISTING ELECTRICAL SYSTEMS' WIRING,

CONTROLS, CABINETS AND BOXES.

5. FOR DIRECTION REGARDING PROTECTION OR

MODIFICATION TO AT LEAST THREE DISTINCT LIGHTING

SYSTEMS.

6. FOR DIRECTION REGARDING PROTECTION OR

MODIFICATION TO EXISTING IRRIGATION PIPING, VALVES

AND CONTROL PANELS.

SPECIFIC CONSTRUCTION NOTES THIS SHEET:

(NUMBERED ITEM BELOW CORRESPONDS TO NUMBER WITHIN HEXAGON ON DRAWING)

INVESTIGATIONS / PROTECTIONS:

1 LOCATE AND PROTECT EXISTING BURIED PIPELINES, CONDUITS AND APPURTENANCES (TYPICAL ALL UNLESS NOTED OTHERWISE ON ARCHITECT'S PLANS). SEE GENERAL CONSTRUCTION NOTES C THROUGH F THIS SHEET.

2 EXCEPT WHERE PART OF THE WORK, PROTECT EXISTING SITE WALLS AND BUILDINGS FROM STRUCTURAL OR

ESTHETIC DAMAGE. SEE GENERAL CONSTRUCTION NOTE K THIS SHEET.

3 PROTECT EXISTING A.C. PAVEMENT NOT DESIGNATED FOR REMOVAL OR IMPROVEMENT (TYPICAL).

4 PROTECT EXISTING CONCRETE IMPROVEMENTS NOT DESIGNATED FOR REMOVAL OR IMPROVEMENT (TYPICAL).

5 PROTECT EXISTING TREE AND TREE ROOTS (TYPICAL ALL UNLESS NOTED OTHERWISE ON ARCHITECT'S PLANS).

6 PROTECT EXISTING SIGN PANEL AND POST INCLUDING STABILITY OF FOOTING (TYPCIAL ALL).

7 PROTECT EXISTING LIGHT STANDARD AND ELECTRICAL JUNCTION BOX, CONDUITS AND WIRING (TYPICAL ALL

UNLESS NOTED OTHERWISE ON ARCHITECT'S PLANS).

8 PROTECT OR RELOCATE EXISTING LANDSCAPING AND IRRIGATION SYSTEM COMPONENTS (TYPICAL ALL UNLESS

NOTED OTHERWISE ON ARCHITECT'S PLANS).

9 PROTECT EXISTING GRATED INLET AND APPURTENANT PIPING (TYPICAL).

10 REMOVE EXISTING BENCHES AND PROTECT. RE-INSTALL AFTER COMPLETION OF IMPROVEMENTS.

11 PROTECT EXISTING COLLECTION BOX.

12 PROTECT EXISTING DRAIN PIPE, TYPICAL.

13 PROTECT OR TEMPORARILY RELOCATE EXISTING ABOVE GRADE POTTED PLANT OR TRASH COLLECTION BOX OR

OTHERS. REINSTALL IN SAME LOCATION UPON COMPLETION OF THE WORK, TYPICAL.

14 PROTECT EXISTING SALTILLO TILES. ANY DAMAGE SHALL BE REPAIRED BY CONTRACTOR AT THEIR OWN EXPENSE.

15-19 NOT USED.

REMOVALS / RELOCATIONS:

20 CONSTRUCT SAWCUT LINE AND REMOVE AND DISPOSE OF EXISTING HARD-SURFACE FEATURES WITHIN AREA TO

BE IMPROVED.

21 REMOVE AND DISPOSE OF EXISTING LANDSCAPING, INCLUDING ROOTS AND ROOT STRUCTURES, FROM WITHIN

AREA OF DISTURBANCE.

22 RELOCATION OF EXISTING ELECTRICAL CABINETS BY OTHERS. COORDINATE WITH CITY (TYPICAL).

23 EXISTING UTILITES TO BE LOWERED OR RELOCATED BY OTHERS. COORDINATE WITH CITY (TYPICAL).

24 DEMOLISH AND REMOVE EXISTING CONCRETE PAD AND DISPOSE OF (TYPICAL). THICKNESS UNKNOWN.

25-29 NOT USED.

SCREEN WALL NOTES:

30 REMOVE WALL INCLUDING FOUNDATION, EXACT LIMITS SHOWN ON PLAN AND PER ARCHITECT.

31 BACKFILL SCREEN WALL AND FOOTING VOID PER DETAIL 4 / CD-1.

32 BUILDING ROOF SUPPORT COLUMN REFER TO ARCHITECTURAL PLANS.

33 REMOVE WALL LIGHTING SYSTEM.

34-39 NOT USED.

GRADING:

40 CLEAR AND GRUB DIRT / LANDSCAPING AREAS WITHIN LIMITS OF DISTURBANCE AS NECESSARY TO REMOVE ALL

VEGETATION (EXCEPT TREES AND TREE ROOTS), DEBRIS AND DELETERIOUS MATERIALS.

41 GRADE SOIL AREAS TO FINISH GRADES, CONTOURS, AND FLOWLINES PER PLAN WITH AT LEAST UPPER 8” REMOVED

AND RECOMPACTED TO MINIMUM 90% OF MAXIMUM DENSITY.

42 NOT USED.

43 FOR SOIL AREAS ADJACENT TO HARD SURFACE IMPROVEMENTS, HOLD FINISH SOIL SURFACE DOWN 2 INCHES BELOW TOP OF WALKWAY OR CURB EDGES AND GRADE SMOOTH TRANSITION TO MATCH EXISTING OR PROPOSED

GRADES.

44 REFER TO DETAIL 6 / CD-1.

45-49 NOT USED.

CONCRETE IMPROVEMENTS:

50 CONSTRUCT 4”-THICK CONCRETE WALKWAY PER DETAIL 1 / CD-1 WITH DEEP-TOOLED WEAKENED PLANE JOINTS PER SPPWC STANDARD PLAN 112-2 AT 5'-0” SPACING EACH WAY. PROVIDE MEDIUM BROOM FINISH PERPENDICULAR TO PATH-OF-TRAVEL. CONCRETE SHALL BE CL 560-C-3250.

51 CONSTRUCT 4”-THICK CONCRETE SIDEWALK SIMILAR TO DETAIL 1 / CD-1 WITH MEDIUM BROOM FINISH PERPENDICULAR TO PATH-OF-TRAVEL.

52-69 NOT USED.

STORM DRAINAGE:

70 CONSTRUCT 18” X 18” PRE CAST BASIN PER DETAIL 2 / CD-1.

71 CONSTRUCT 6' DR 35 DRAIN PIPE IN TRENCH PER DETAIL 3 / CD-1.

72 CONNECT PROPOSED 6” DRAIN PIPE TO EXISTING DRAIN WITH WYE. TYPICAL.

73 CONFIRM EXISTENCE OF DRAIN, CONFIRM IF DRAIN WORKS AND RAISE TO FINISH LANDSCAPE GRADE.

74 ADJUST EXISTING CATCH BASIN TO MINIMUM 1" BELOW ADJACENT SIDEWALK FINISH GRADE. FIELD VERIFY BEFORE SETTING EXISTING GRATE.

75-89 NOT USED.

ELECTRICAL:

90 REFER TO ELECTRICAL PLANS FOR REFERENCE TO CONNECTIONS AND JUNCTION BOXES.

91 CONNECT TO EXISTING LIGHT POLE OR COLUMN PER ELECTRICAL PLANS OR CITY DIRECTION.

92 CONSTRUCT 1” PVC SCHEDULE 40 CONDUIT, FITTINGS AND APPURTENANCES IN TRENCH PER DETAIL 5 / CD-1.

93 REFER TO ARCHITECTURAL PLANS FOR BOLLARD LOCATION AND WIRING.

M A

C -2

M A

C -3

19248

CH-5177

CITY OF CAMARILLO

BUILDING & SAFETY

INT: HH

APPROVED

CITY OF CAMARILLO

1.5

131.69'

CONC JT

131.57'

TC JT

134.0

WALL

134.12'

WALL

131.5'

131.71'

BSW

131.57'

131.23'

131.29'

131.59'

RAMP 131.74'

RAMP

SIGN HCR

131.71'

TC DAY

131.46'

131.71'

131.42'

RAMP

131.39'

SBS

131.43'

SBS

ICV .5

SIGN HC

LS 24NS

T16ALDER16

SIGN HC

131.86'

E VLT 1X1.3

131.79'

E VLT .8

2.1

2.0

131.30'

SIGN HC

131.48'

SBS

131.60'

RAMP

131.66'

RAMP

131.89'

131.7'

SIGN HC

131.97'

RAMP

131.89'

RAMP

131.89'

131.57'

131.61'

TC DAY

131.93'

131.99'

BSW JT

.60'

131.93'

132.00'

CONC JT

132.04'

CONC JT

.1'

132.30'

CONC

132.31'

BLD

132 33'

132.08'

TILE

132.28'

TILE

132.30'

BENCH CL 2

132.27'

TILE

132.31'

BLD

132.23'

CONC

2.0

132.25'

WALL

133.55'

TW 1.5

133.

133.2'

133.54'

132.23'

WALL

132.1'

132.27'

TILE

LT 12

SCO 10

131.8'

132.0'

2.3

132.57'

CONC

132.0'

2.1

132.57'

CONC

ELECT VLT1.3X1

132.21'

WV 4X

LT 12

132.12'

BENCH CL 2

132.07'

TILE

LT 12 OS 3

LT 12

ICV .5

ICV 1.3X1

ICV 1.8X1.3

ICV 1.3X1

ICV .5132.27'

WALL

132.62'

WALL

132.48'

WALL

144.18'

144.23'

ICV 1.3X1.8

132.43'

CONC

LT .75

132.24'

CONC

132.24'

CONC

132.24'

CONC132.20'

CONC JT

132.18'

CONC

132.23'

CONC JT

132.20'

CONC

132.24'

CONC JT

132.22'

CONC

132.18'

CONC

32.26'

NC JT

132.20'

CONC

132.13'

CONC JT

132.15'

CONC

132.18'

CONC

132.19'

CONC JT

132.14'

CONC

132.08'

CONC

132.09'

CONC

132.13'

CONC JT

132.09'

CONC

132.09'

CONC JT 132.14'

CONC

132.22'

CONC

HEDGEHEDGE

HEDGE

2.0

132.36'

CONC

LT .75

3.4

3.9

2.2

T16PEAR16

1.8

131.97'

CONC

(1.6%)

(3 .1

(0.6%) %) (1.0%)

(2 .0

(0 .8

(1.

(132.07) FS

131.90 FG

(132.22) TCN,FS

132.05 FG

131.5

(1 .8

E E E

E E E E E E E E E

IRR

IRR IRR

SD SD SD SD S

SD SD SD SD SD

131.90 TC

131.73 FG

(131.71) TCN

131.54 FG

IRR IRR IRR

IRR

.0 8±

) F S

5.0'

10'

5.0'

CITY HALL

43 6

4 43

TYP.

28 AUGUST 2026 W.O. 25097

APPROVED:

REV. DESCRIPTION APP'D DATE

DEPARTMENT OF ADMINISTRATIVE SERVICES

CITY OF CAMARILLO

DRN BY: UM DES BY: AHC CK'D BY: AHC

RECOMMENDED BY:

SPEC. NUMBER PROJ. NUMBER

F.B. PG. SHEET OF 1 C-

DATEDIRECTOR OF ADMINISTRATIVE

SERVICES

C-2

SHEET TITLE

SHEET NUMBER

GRAPHIC SCALE

0 5 10 15

SCALE: 1"=5'

ENLARGED PLAN

CITY HALL COURTYARD IMPROVEMENT PROJECT

PROJECT CH-5

M A

C -3

GENERAL CONSTRUCTION NOTES THIS SHEET:

A. REFER TO LEGEND AND LIST OF SYMBOLS ON SHEET SHEET G-1.

B. UNLESS OTHERWISE SPECIFICALLY NOTED, ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) AND THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC), LATEST EDITIONS USED BY THE CITY OF CAMARILLO.

C. UNLESS OTHERWISE SPECIFICALLY NOTED, PROTECT EXISTING PUBLIC UTILITIES AND INFRASTRUCTURE WITHIN WORK AREA. NOTIFY UNDERGROUND SERVICE ALERT AT

LEAST 2 WORKING DAYS IN ADVANCE OF BEGINNING EXCAVATION AT 1-800-422-4133.

D. PROTECT EXISTING INFRASTRUCTURE WITHIN WORK AREA. INVESTIGATE WITH CITY STAFF THE LOCATIONS AND DISPOSITIONS OF EXISTING BURIED CONDUITS, PIPELINES AND STRUCTURES WITHIN WORK AREA IN ADVANCE OF BEGINNING GRADING OR TRENCHING. MARK LOCATIONS WITH PAINT OR RED FLAGS.

PROTECT AND MAINTAIN IN SERVICE ALL SUCH FACILITIES UNTIL OTHERWISE APPROVED IN WRITING BY CITY.

E. IF ELECTRICAL CONDUITS ARE SUSPECTED OF BEING IN THE WORK AREA BUT CANNOT BE LOCATED, HAVE OWNER'S OPERATIONS/MAINTENANCE STAFF SHUT OFF POWER TO THOSE CONDUITS DURING EXCAVATION. TIMING AND DURATION OF SHUT-OFFS MUST BE APPROVED IN ADVANCE BY CITY.

F. HORIZONTAL LOCATIONS OF EXISTING BURIED CONDUITS, PIPES AND STRUCTURES AS SHOWN ON THE DRAWINGS OR AS MARKED IN THE FIELD ARE APPROXIMATE ONLY;

VERTICAL LOCATIONS ARE NOT KNOWN. BEFORE BEGINNING TRENCHING OR GRADING, LOCATE AND EXPOSE ALL BURIED CONDUITS, PIPES AND STRUCTURES WHICH CROSS OR OTHERWISE MAY CONFLICT WITH NEW IMPROVEMENTS, OR WHICH ARE TO BE JOINED BY NEW IMPROVEMENTS. HAVE HORIZONTAL AND VERTICAL LOCATIONS DETERMINED BY SURVEY AND CONFIRM SIZES, MATERIALS AND USES. PROVIDE RESULTS OF THIS INVESTIGATION AND SURVEY TO OWNER'S CONSTRUCTION REPRESENTATIVE FOR REVIEW BEFORE WORK IS COMMENCED. ALLOW FIVE (5) WORKING DAYS FOR REVIEW; MORE TIME MAY BE REQUIRED DEPENDING ON COMPLETENESS

OF INFORMATION PROVIDED AND ON EXTENT OF CONFLICTS, IF ANY.

G. RETAIN A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL AND VERTICAL CONTROL FOR LAYOUT OF THE WORK, FOR SURVEYING OF EXISTING BURIED PIPELINES, CONDUITS AND STRUCTURES, AND FOR GRADE CONFIRMATION WHERE REQUIRED DURING CONSTRUCTION.

CONFIRM CONTROL DATA WITH TOPOGRAPHIC MAPPING SURVEYOR (WATERS CARDENAS LAND SURVEYING, LLC) PRIOR TO STAKING WORK. IN ADDITION, CHECK STAKING AT KEY LOCATIONS BY SCALING DISTANCES AND TAPING FROM EXISTING FEATURES SHOWN ON PLAN.

H. DEMOLISH AND REMOVE EXISTING OBJECTIONABLE MATERIAL FROM THE WORK AREA AND DISPOSE OF AS NECESSARY TO COMPLETE THE WORK, WHETHER OR NOT

SPECIFICALLY CALLED FOR ON THE DRAWINGS.

I. CONSTRUCT GRAVITY PIPELINES (SEWER, STORM DRAIN) AHEAD OF OTHER UNDERGROUND CONDUITS.

J. FOR CONCRETE PAVEMENTS, WALKWAYS, CURBS, GUTTER AND WALLS, LAY OUT EXPANSION AND CONTROL JOINTS PER DRAWINGS AND SPECIFICATIONS AND MARK JOINT LOCATIONS ON FORMS FOR REVIEW BY OWNER'S CONSTRUCTION REPRESENTATIVE PRIOR TO ORDERING CONCRETE.

K. WHETHER OR NOT SPECIFICALLY CALLED FOR ON THE DRAWINGS, PROTECT FROM DAMAGE ALL EXISTING FEATURES WITHIN AND IN THE VICINITY OF THE WORK AREA WHICH

ARE NOT TO BE ALTERED BY PROPOSED WORK:

1. DOCUMENT THE EXISTING CONDITION AND PROVIDE SUCH DOCUMENTATION TO OWNER'S CONSTRUCTION REPRESENTATIVE PRIOR TO BEGINNING WORK.

2. PROTECT DURING CONSTRUCTION FROM PHYSICAL AND ESTHETIC DAMAGE INCLUDING CRACKING, SCRAPING, DEFORMING, SOILING, AND SPATTER FROM PAINT, CONCRETE OR ASPHALT EMULSION.

3. RESTORE TO PRE-CONSTRUCTION CONDITION AND APPEARANCE TO SATISFACTION OF OWNER AT NO ADDITIONAL COST TO OWNER.

L. ALL REFERENCE AND PLAN DETAILS APPLY, WHETHER OR NOT SPECIFICALLY CALLED FOR ON THE PLANS.

M. FOR HARD SURFACE AREAS, USE ELEVATIONS GIVEN ON PLAN FOR GRADE CONTROL; PERCENT SLOPES AND CONTOURS, IF GIVEN, ARE FOR ILLUSTRATIVE PURPOSES ONLY.

SPECIFIC CONSTRUCTION NOTES THIS SHEET:

(NUMBERED ITEM BELOW CORRESPONDS TO NUMBER WITHIN HEXAGON ON DRAWING)

INVESTIGATIONS / PROTECTIONS:

1 LOCATE AND PROTECT EXISTING BURIED PIPELINES, CONDUITS AND APPURTENANCES (TYPICAL ALL UNLESS NOTED OTHERWISE ON ARCHITECT'S PLANS). SEE GENERAL

CONSTRUCTION NOTES C THROUGH F THIS SHEET.

2 EXCEPT WHERE PART OF THE WORK, PROTECT EXISTING SITE WALLS AND BUILDINGS FROM STRUCTURAL OR ESTHETIC DAMAGE. SEE GENERAL CONSTRUCTION NOTE K

THIS SHEET.

3 PROTECT EXISTING A.C. PAVEMENT NOT DESIGNATED FOR REMOVAL OR IMPROVEMENT (TYPICAL).

4 PROTECT EXISTING CONCRETE IMPROVEMENTS NOT DESIGNATED FOR REMOVAL OR IMPROVEMENT (TYPICAL).

5 PROTECT EXISTING TREE AND TREE ROOTS (TYPICAL ALL UNLESS NOTED OTHERWISE ON ARCHITECT'S PLANS).

6 PROTECT EXISTING SIGN PANEL AND POST INCLUDING STABILITY OF FOOTING (TYPCIAL ALL).

7 PROTECT EXISTING LIGHT STANDARD AND ELECTRICAL JUNCTION BOX, CONDUITS AND WIRING (TYPICAL ALL UNLESS NOTED OTHERWISE ON ARCHITECT'S PLANS).

8 PROTECT OR RELOCATE EXISTING LANDSCAPING AND IRRIGATION SYSTEM COMPONENTS (TYPICAL ALL UNLESS NOTED OTHERWISE ON ARCHITECT'S PLANS).

9 PROTECT EXISTING GRATED INLET AND APPURTENANT PIPING (TYPICAL).

10 REMOVE EXISTING BENCHES AND PROTECT. RE-INSTALL AFTER COMPLETION OF IMPROVEMENTS.

11 PROTECT EXISTING COLLECTION BOX.

12 PROTECT EXISTING DRAIN PIPE, TYPICAL.

13 PROTECT OR TEMPORARILY RELOCATE EXISTING ABOVE GRADE POTTED PLANT OR TRASH COLLECTION BOX OR OTHERS. REINSTALL IN SAME LOCATION UPON COMPLETION

OF THE WORK, TYPICAL.

14 PROTECT EXISTING SALTILLO TILES. ANY DAMAGE SHALL BE REPAIRED BY CONTRACTOR AT THEIR OWN EXPENSE.

15-19 NOT USED.

REMOVALS / RELOCATIONS:

20 CONSTRUCT SAWCUT LINE AND REMOVE AND DISPOSE OF EXISTING HARD-SURFACE FEATURES WITHIN AREA TO BE IMPROVED.

21 REMOVE AND DISPOSE OF EXISTING LANDSCAPING, INCLUDING ROOTS AND ROOT STRUCTURES, FROM WITHIN AREA OF DISTURBANCE.

22 RELOCATION OF EXISTING ELECTRICAL CABINETS BY OTHERS. COORDINATE WITH CITY (TYPICAL).

23 EXISTING UTILITES TO BE LOWERED OR RELOCATED BY OTHERS. COORDINATE WITH CITY (TYPICAL).

24 DEMOLISH AND REMOVE EXISTING CONCRETE PAD AND DISPOSE OF (TYPICAL). THICKNESS UNKNOWN.

25-29 NOT USED.

SCREEN WALL NOTES:

30 REMOVE WALL INCLUDING FOUNDATION, EXACT LIMITS SHOWN ON PLAN AND PER ARCHITECT.

31 BACKFILL SCREEN WALL AND FOOTING VOID PER DETAIL 4 / CD-1.

32 BUILDING ROOF SUPPORT COLUMN REFER TO ARCHITECTURAL PLANS.

33 REMOVE WALL LIGHTING SYSTEM.

34-39 NOT USED.

GRADING:

40 CLEAR AND GRUB DIRT / LANDSCAPING AREAS WITHIN LIMITS OF DISTURBANCE AS NECESSARY TO REMOVE ALL VEGETATION (EXCEPT TREES AND TREE ROOTS), DEBRIS

AND DELETERIOUS MATERIALS.

41 GRADE SOIL AREAS TO FINISH GRADES, CONTOURS, AND FLOWLINES PER PLAN WITH AT LEAST UPPER 8” REMOVED AND RECOMPACTED TO MINIMUM 90% OF MAXIMUM

DENSITY.

42 NOT USED.

43 FOR SOIL AREAS ADJACENT TO HARD SURFACE IMPROVEMENTS, HOLD FINISH SOIL SURFACE DOWN 2 INCHES BELOW TOP OF WALKWAY OR CURB EDGES AND GRADE

SMOOTH TRANSITION TO MATCH EXISTING OR PROPOSED GRADES.

44 REFER TO DETAIL 6 / CD-1.

45-49 NOT USED.

CONCRETE IMPROVEMENTS:

51 CONSTRUCT 4”-THICK CONCRETE SIDEWALK SIMILAR TO DETAIL 1 / CD-1 WITH MEDIUM BROOM FINISH PERPENDICULAR TO PATH-OF-TRAVEL.

52-69 NOT USED.

STORM DRAINAGE:

70 CONSTRUCT 18” X 18” PRE CAST BASIN PER DETAIL 2 / CD-1.

71 CONSTRUCT 6' DR 35 DRAIN PIPE IN TRENCH PER DETAIL 3 / CD-1.

72 CONNECT PROPOSED 6” DRAIN PIPE TO EXISTING DRAIN WITH WYE. TYPICAL.

73 CONFIRM EXISTENCE OF DRAIN, CONFIRM IF DRAIN WORKS AND RAISE TO FINISH LANDSCAPE GRADE.

74 ADJUST EXISTING CATCH BASIN TO MINIMUM 1" BELOW ADJACENT SIDEWALK FINISH GRADE. FIELD VERIFY BEFORE SETTING EXISTING GRATE.

75-89 NOT USED.

ELECTRICAL:

90 REFER TO ELECTRICAL PLANS FOR REFERENCE TO CONNECTIONS AND JUNCTION BOXES.

91 CONNECT TO EXISTING LIGHT POLE OR COLUMN PER ELECTRICAL PLANS OR CITY DIRECTION.

92 CONSTRUCT 1” PVC SCHEDULE 40 CONDUIT, FITTINGS AND APPURTENANCES IN TRENCH PER DETAIL 5 / CD-1.

93 REFER TO ARCHITECTURAL PLANS FOR BOLLARD LOCATION AND WIRING.

19249

CH-5177

CITY OF CAMARILLO

BUILDING & SAFETY

INT: HH

APPROVED

CITY OF CAMARILLO

131.57'

SWS FL

131.83'

131.92'

BSW

1.8

1.6

131.80'

BSW

131.73'

131.49'

FL SWS

131.34'

FL SWS

131.58'

131.69'

BSW

1.5

LS 24NS

1.7

131.97'

BSW

131.85'

131.50'

1.7

131.7'

131.94'

131.50'

131.93'

RAMP

131.94'

RAMP

ICV .5

ICV 1.8X1.3

ICV 1.3X1

ICV 1.8X1.3

131.99'

TC DAY

132.06'

CONC

132.05'

CONC

131.77'

RAMP

131.72'

RAMP

131.70'

TC DAY

131.71'

SBS

131.74'

RAMP

131.79'

RAMP

132.10'

132.0'

133.71'

WALL

135.56'

WALL

6.4

5.6

3.9

' T14 24JAC20

133.98'

VAL 4X2

2.4

3.5

4.9

4.6

2.9

2.3

131.7'

132.0'

132.17'

132.31'

TC132.0'

132.1'

132.44'

132.67'

2.3

132.6' 132.91'

132.89'

132.6'

132.5'

132.68'

132.44'

132.3'

132.0'

132.34'

1.5

131.69'

CONC JT

131.57'

TC JT

134.03'

WALL

134.12'

WALL

1.5'

71' W

1.8

131.99'

CONC JT

CON

132.9 T

132.58

1.8

131.97'

CONC

ICV 10

131.8' 131.96'

CONC JT

144.22'

144.15'

144.25'

132.23'

2.0

131.90'

CONC

131.7'

131.92'

CONC

131.97'

130.81'

DI .9X

1.2

1.5

0.9

1.5

1.6

132.00'

CONC

HEDGE

HEDGE HEDGE

HEDGE

HEDGEHEDGE

HEDGE

132.43'

WALL

132.06'

WALL

132.17'

CONC

POST DNC

131.87'

CONC

1.6

1.8

132.08'

CONC

132.08'

TILE

132.25'

TILE

2.0

133.53'

TW 1.5

132.30'

WALL

132.23'

WALL

133.52'

133.2'

132.20'

CONC

1.9

132.20'

TILE

2.0

LT 12

T14PEAR14

LT 12

2.1

T8GAV10

GND

132.12'

BENCH CL 2

132.09'

TILE

131.12'

DI 10

LT 12SS

LT 12

SCO 10

131.8'

2.3

132.57'

CONC

2.1

132.57'

CONC

ELECT VLT1.3X1

131.65

BSW

.6 9)

F G

131.89 TC

131.72 FG

.0 9)

F S

131.7FG

(132.20) FS

132.03 FG

E E E

E E

E E E E E E E

IRR

SD SD

SD SD SD SD SD SD

SD SD

(12 8.4

(12 5.9

V 6

(12 5.8

V 8"

(12 5.7

V10

131.9FG

132.7

.3 0)

8" (1

V 4"

E E

131.9FG

IRR IRR IRR

5.0'

10'

5.0'

32 30

11 8

44 33

28 AUGUST 2026 W.O. 25097

APPROVED:

REV. DESCRIPTION APP'D DATE

DEPARTMENT OF ADMINISTRATIVE SERVICES

CITY OF CAMARILLO

DRN BY: UM DES BY: AHC CK'D BY: AHC

RECOMMENDED BY:

SPEC. NUMBER PROJ. NUMBER

F.B. PG. SHEET OF 1 C-

DATEDIRECTOR OF ADMINISTRATIVE

SERVICES

C-3