Attachment 3 - Final Improvement Plans — Camarillo City Council, May 28, 2025

CAUTION

CAUTIONCAUTION

CAUTION

ENTRANCE
EXIT

RESTRICTED ELECTRIC VEHICLES ONLY
FRONT

CARPOOLCARPOOL
C 87934
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597

SITE MAP
1"=150' NORTH

ESTIMATED EARTHWORK RESULTS
RAW-CUT (CU. YD.) 16,800 CY (EXISTING SURFACE TO PROPOSED SURFACE) RAW-CUT (CU. YD.) 36,084 CY (ASSOCIATED WITH PAVEMENT, UTILITIES,

UNDERGROUND STORM DRAIN CHAMBERS)
RAW-FILL (CU. YD.) 35,882 CY
RAW-NET CUT (CU. YD.) 202 CY

SITE INFORMATION
WAREHOUSE ADDRESS 431 W VENTURA BOULEVARD, CAMARILLO, CA 93010 FUEL STATION ADDRESS 437 W VENTURA BOULEVARD, CAMARILLO, CA 93010

SITE JURISDICTION CITY OF CAMARILLO
NUMBER OF EXISTING LOTS 1
NUMBER OF PROPOSED LOTS 1

PARCEL SUMMARY SF ACRES
PARCEL (APN: 230-0020-250) 874,713 20.08

ZONING INFORMATION

LAND USE / ZONING COMMERCIAL PLANNED DEVELOPMENT (CPD)
SETBACK 10' (FRONT & REAR)

LANDSCAPE BUFFER VARIES

PROPOSED SITE AREA DISTRIBUTION
AREA SF ACRES %
BUILDING AREA 163,271 3.75 18.66
LANDSCAPE AREA 206,073 4.73 23.55
PAVED AREA 505,469 11.60 57.79
TOTAL ONSITE AREA 874,713 20.08 100.00
ULTIMATE OUTFALL AREA 10,900 0.25 100.00
OFFSITE IMPROVEMENT AREA 73,298 1.68 78.98
OFFSITE DISTURBED AREA 19,507 0.45 21.02
TOTAL OFFSITE AREA 92,805 2.13 100.00
TOTAL COMBINED AREA 978,418 22.46 100.00
NOTE: THE EARTHWORK QUANTITIES LISTED HEREIN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR IS NOT

AUTHORIZED TO USE THE ESTIMATES HEREIN FOR BIDDING AND CONSTRUCTION PURPOSES WITHOUT THE EXPLICIT WRITTEN PERMISSION OF THE ENGINEER OF RECORD. NO REPRESENTATIONS OF SUCH QUANTITIES OR A BALANCED SITE CONDITION ARE MADE BY THE ENGINEER OF RECORD.

UNLESS EXPLICITLY STATED OTHERWISE HEREIN, THE QUANTITIES ARE APPROXIMATE, IN PLACE VOLUMES CALCULATED FROM THE EXISTING GROUND TO THE PROPOSED FINISHED GRADE. EXISTING GROUND IS DEFINED BY THE CONTOURS AND SPOT GRADES ON THE BASE SURVEY. PROPOSED FINISHED GRADE IS DEFINED AS THE FINAL GRADE AS INDICATED ON THE GRADING PLAN(S) AS FINISHED GROUND, FINISHED SURFACE, AND FINISHED FLOOR ELEVATIONS.

UNLESS EXPLICITLY STATED OTHERWISE HEREIN, THE GRADING QUANTITIES HAVE NOT BEEN FACTORED TO ACCOUNT FOR

CHANGES IN VOLUME DUE TO BULKING, CLEARING AND GRUBBING, SHRINKAGE, SUBSIDENCE, OVER-EXCAVATION AND RE-COMPACTION, AND CONSTRUCTION METHODS. NOR DO THEY ACCOUNT FOR THE THICKNESS OF PAVEMENT SECTIONS,

STORMWATER QUALITY MEDIA SECTIONS, UTILITY PIPES, TRENCHING AND BEDDING MATERIALS, BUILDING OR WALL FOOTINGS,

BUILDING SLAB THICKNESSES AND UNDERLYING BASE OR SAND LAYERS, REUSE OF PULVERIZED MATERIALS THAT WILL UNDERLIE NEW PAVEMENTS, ETC.

ANY OVEREXCAVATION AND RECOMPACTION DEPTHS AND VOLUMES, SHRINKAGE FACTORS, PAVEMENT SECTIONS, BUILDING PAD SECTIONS, AND BULKING FACTORS ARE BASED ON A SEPARATE GEOTECHNICAL REPORT. ANY BUILDING SLAB THICKNESSES ARE BASED ON THE SEPARATE BUILDING STRUCTURAL ENGINEERING PLANS. ANY UTILITY, STORMWATER MITIGATION, AND FOOTING SPOILS ARE BASED ON ESTIMATES PROVIDED BY THE OWNER OR CONTRACTOR.

ESTIMATED EARTHWORK QUANTITIES
VENTURA 101 FWY (PUBLIC)

W VENTURA BLVD (PUBLIC)
101
OVERLAND RD.

CPD-226M(5)
C0.0
1 INDEX OF DRAWINGS

ABBREVIATIONS

AL ARC LENGTH

AC ASPHALTIC CONCRETE

ARHM ASPHALT RUBBER HOT MIX

BC BEGINNING OF CURVE

BCR BEGINNING OF CURB RETURN

BVC BEGIN VERTICAL CURVE

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICES

BW BACK OF WALK

CF CURB FACE

C&G CURB AND GUTTER

CC CONCRETE

CO CLEAN OUT

COMM TELECOMMUNICATION
CL(
℄) CENTERLINE

COC CITY OF CAMARILLO

DI DRAIN INLET

DMA DRAINAGE MANAGEMENT AREA

DTL DETAIL

DW DOMESTIC WATER

D/W DRIVEWAY

EC END CURVE

ECR END OF CURB RETURN
EL. ELEVATION

EVC END VERTICAL CURVE

EJ EXPANSION JOINT

EG EXISTING GRADE

EP EDGE OF PAVEMENT

ESMT EASEMENT

EV ELECTRIC VEHICLE

EX EXISTING

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FL FLOW LINE

FS FINISHED SURFACE

FW FIRE WATER

GB GRADE BREAK

GL GRID LINE

HDPE HIGH DENSITY POLYETHYLENE

HP HIGH POINT

IE INVERT ELEVATION

LF LINEAR FOOT

LAT LATERAL

LA LANDSCAPE AREA

LP LOW POINT

LS LANDSCAPE

ME MATCH EXISTING

MH MANHOLE

OC ON CENTER

PL PROPERTY LINE

PP POWER POLE

PRC POINT OF REVERSE CURVE

PVI POINT OF VERTICAL INTERSECTION
PVMT. PAVEMENT

POC POINT OF CONNECTION

PROP PROPOSED

R RADIUS

RCP REINFORCED CONCRETE PIPE

RET RETAINING

RL RIDGE LINE

R/W RIGHT OF WAY

S SLOPE

SD STORM DRAIN

SF SQUARE FEET

STBK SETBACK

STD STANDARD

SP TRAFFIC SIGNAL POLE

SS SANITARY SEWER
STA. STATION

SW SIDEWALK

TC TOP OF CURB

TG TOP OF GRATE

TP TOP OF PAVEMENT

TYP TYPICAL

VCWPD VENTURA COUNTY WATER

PROTECTION DISTRICT

VB VALVE BOX
VERT. VERTICAL

W WATER LINE

WI WROUGHT IRON
(PARCEL 2, LD-560A)
18829
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
C 87934

CITY OF CAMARILLO
CPD-226M(5)

WATER NOTES STORM DRAIN NOTES

SANITARY SEWER NOTES
“ ”

TOPOGRAPHY NOTES
C0.1
GENERAL NOTES 1
2 DESIGN ENGINEER'S NOTES
“ ”
“ ”
“ ”
”
“
“ ”
18830
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
C 87934

CITY OF CAMARILLO
CPD-226M(5)
GENERAL NOTES 2

GENERAL CONSTRUCTION NOTES PAVING, GRADING AND DRAINAGE NOTESEROSION CONTROL NOTES

DEMOLITION NOTES

MAINTENANCE

RECORD DRAWINGS

BUILDING AND SAFETY DIVISION NOTES

PROJECT CLOSEOUT
C0.2 3 18831
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
C 87934

CITY OF CAMARILLO
CPD-226M(5)
GENERAL NOTES 3
C0.3 4

EROSION CONTROL GENERAL NOTES WATER AND SEWER UTILITY NOTES 18832
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
C 87934

CITY OF CAMARILLO
CPD-226M(5)
Know what's
before you dig.
below.Call 811
R

DEMOLITION NOTES

PROTECT-IN-PLACE NOTES
101

DEMOLITION PLAN
LEGEND
W. VENTURA BLVD (PUBLIC)
HIGHWAY 101 (PUBLIC)

PROPERTY BOUNDARY LINE

CENTERLINE

EASEMENT LINE
NOTES

1. ALL UNDERGROUND UTILITIES ON-SITE AND IN PUBLIC RIGHT-OF-WAY TO

BE PROTECTED IN PLACE UNLESS OTHERWISE STATED ON PLANS
HEREON.

2. CONSTRUCTION HOURS ARE RESTRICTED TO BE WITHIN THE TIME FRAME LISTED BELOW: (7 A.M. - 7 P.M.)

3. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY BMPS DURING THE

CONSTRUCTION OF THE STORM DRAIN OUTFALL ON THE NEIGHBORING PROPERTY PER COSTCO AND DEVELOPER AGREEMENT.

4. GENERAL CONTRACTOR SHALL WATERPROOF THE EXISTING STORM

DRAIN CULVERT AGAINST POTENTIAL IRRIGATION MOISTURE AND LANDSCAPE DAMAGE PRIOR TO START OF CONSTRUCTION.

5. SEE SHEET 8 FOR PROPERTY BOUNDARY DATA.

6. SEE SHEET 8 FOR EASEMENT DATA WITH INSTRUMENT NUMBERS

CLEAR SITE OF EXISTING GRAVEL/DIRT/

SHRUBS PER GEOTECH REPORT
DEMOLITION OF EXISTING HARDSCAPE.

REFER TO SHEETS 57 - 59 FOR
ADDITIONAL INFORMATION.

C1.0 5
OVERLAND RD.

RIGHT OF WAY LINE
LD-446/CPD-204

GEOTECHNICAL NOTES

1. THE GEOTECHNICAL CONSULTANT SHOULD DETERMINE THE EXPANSION POTENTIAL OF THE FINISH GRADE MATERIALS AT THE COMPLETION OF GRADING. GRADING AND FOUNDATION

DESIGN RECOMMENDATIONS SHOULD BE REVISED IF THE EXPANSION POTENTIAL OF FINISH GRADE MATERIALS SUBSTANTIALLY DIFFERS FROM THE ASSUMED EXPANSION RANGE.

2. AT THE COMPLETION OF GRADING, SAMPLES OF THE ONSITE SOILS SHOULD BE COLLECTED AND TESTED FOR CORROSION POTENTIAL.

3. R-VALUE TESTS SHOULD BE PERFORMED ON FINISH GRADE MATERIALS IN THE STREETS,

DRIVEWAY, AND PARKING AREAS PRIOR TO PAVEMENT CONSTRUCTION TO VERIFY FINAL PAVEMENT DESIGN.

4. ANY EXISTING WATER WELL AT THE SITE WITHIN THE PROPOSED DEVELOPMENT AREA

SHALL BE DEMOLISHED IN ACCORDANCE WITH REQUIREMENTS BY VENTURA COUNTY AND CALIFORNIA DEPARTMENT OF WATER RESOURCES BULLETIN 74-81 AND 74-90.

5. 13' OF REMOVAL AND RECOMPACTION IS RECOMMENDED WITHIN 10' OF THE BUILDING AREA AND IS DENOTED ON THE PLAN. GC SHALL CONFIRM INFORMATION WITH LATEST REPORT PRIOR TO CONSTRUCTION.

6. ALL FOUNDATION EXCAVATIONS MUST BE OBSERVED AND APPROVED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF REINFORCING STEEL.

7. REMOVE 1" OF FIRST GROUND COVER AND DISPOSE.

8. GENERAL CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING VEGETATION IN EXCESS OF 1". REFER TO GEOTECHNICAL FOR ADDITIONAL INFORMATION

OVEREXCAVATION LIMITS PER

GEOTECH REPORT RECOMMENDATIONS

TRANSITION TO DAYLIGHT LINE
NORTH

BUILDING OUTLINE

STRUCTURAL NOTES

1. THE OVEREXCAVATION WILL EXTEND AT LEAST 10 FEET FROM THE BUILDING AND THE OPEN CUT WILL BE SLOPED BACK AT LEAST 2:1 (HORIZONTAL:VERTICAL) TO COMPLY WITH OSHA REQUIREMENTS. THE TRANSITION WILL BE GRADUAL RATHER THAN ABRUPT. IN ADDITION, THE UTILITIES ARE COMPRISED OF MATERIALS (I.E., HEAVY-DUTY PVC, ETC.) THAT CAN WITHSTAND SOME DIFFERENTIAL MOVEMENT.

FURTHERMORE, THE UTILITIES CAN BE REPAIRED OR REPLACED AT A

MUCH LOWER COST THAN WHAT WOULD BE REQUIRED TO PROTECT
THEM FROM DIFFERENTIAL SEISMIC SETTLEMENT. NO ADDITIONAL MITIGATION MEASURES ARE DEEMED NECESSARY.

ULTIMATE OUTFALL TRENCHING LIMIT

DEMOLITION OF EXISTING HARDSCAPE

DAYLIGHT LINE
18833
APN: 230-0-153-045
PROTECT-IN-PLACE EXISTING CURB AND GUTTER.

PROTECT-IN-PLACE EXISTING STREET LIGHT.

PROTECT-IN-PLACE EXISTING UNDERGROUND UTILITY.

PROTECT-IN-PLACE EXISTING STORM DRAIN MANHOLE
AND STRUCTURE. REFER TO SHEETS 17 AND 19 FOR
ADJUSTED MANHOLE RIM INFORMATION.

PROTECT-IN-PLACE EXISTING SCREEN WALL AND
ASSOCIATED FOOTINGS.

PROTECT-IN-PLACE EXISTING LANDSCAPING AND SHRUBS.

PROTECT-IN-PLACE EXISTING FENCE AND ASSOCIATED
FOOTINGS.

PROTECT-IN-PLACE EXISTING LANDSCAPING, TREES AND
ASSOCIATED ROOTS.

PROTECT-IN-PLACE EXISTING UNDERGROUND 14' X 7'
STORM DRAIN RCB. CONTRACTOR TO PROVIDE

WATERPROOFING SPECIFICATIONS PRIOR TO THE START
OF CONSTRUCTION.

PROTECT-IN-PLACE EXISTING SURVEY MONUMENT.

PROTECT-IN-PLACE EXISTING UNDERGROUND 54" WATER
LINE. LIMIT EXCAVATION DEPTH. REFER TO
GEOTECHNICAL REPORT FOR MORE INFORMATION.

PROTECT-IN-PLACE EXISTING DRY UTILITIES WITHIN THE
CITY OF CAMARILLO UTILITIES EASEMENT PER INSTR. NO.
20080111-00004237 AND 20080204-00014329. REFER TO DRY

UTILITY PURVEYOR PLANS FOR REQUIRED
IMPROVEMENTS IF ANY.

CLEAR SITE BY REMOVING EXISTING

GRAVEL/DIRT/SHRUBS FROM SITE PER GEOTECH REPORT
RECOMMENDATIONS.

CUT AND CAP EXISTING 6" VCP SANITARY SEWER LATERAL
AT MAIN. REFER TO OFFSITE STREET IMPROVEMENTS ON
SHEET 56 FOR ADDITIONAL INFORMATION.

REMOVE EXISTING SIGN AND POST AND ASSOCIATED
FOOTING.

CRUSH EXISTING ROCKS PER GEOTECH REPORT
RECOMMENDATIONS.

REMOVAL AND RECOMPACTION OF 13-FEET IN DEPTH
BELOW EXISTING GRADE AND WITHIN 10-FEET OF THE

BUILDING PAD LIMIT PER GEOTECH REPORT
RECOMMENDATIONS.

CUT AND CAP EXISTING WATER LATERAL AT MAIN. REFER
TO OFFSITE STREET IMPROVEMENTS ON SHEET 56 FOR
ADDITIONAL INFORMATION.
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
C 87934

CITY OF CAMARILLO
CPD-226M(5)
Know what's
before you dig.
below.Call 811
R

DEMOLITION PLAN DETAILS

DEMOLITION NOTES

PROTECT-IN-PLACE NOTES
INSET 3
SCALE: 1"=20' NORTH
INSET 2
SCALE: 1"=20' NORTH
INSET 1
SCALE: 1"=20' NORTH
C1.1 6
OVERLAND RD.

INSET 4
SCALE: 1"=20' NORTH
NORTH
INSET 5
SCALE: 1"=50' NORTH
NOTES

1. ALL UNDERGROUND UTILITIES ON-SITE AND IN PUBLIC

RIGHT-OF-WAY TO BE PROTECTED IN PLACE UNLESS
OTHERWISE STATED ON PLANS HEREON.

2. CONSTRUCTION HOURS ARE RESTRICTED TO BE WITHIN
THE TIME FRAME LISTED BELOW: (7 A.M. - 7 P.M.)

3. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY

BMPS DURING THE CONSTRUCTION OF THE STORM DRAIN

OUTFALL ON THE NEIGHBORING PROPERTY PER COSTCO
AND DEVELOPER AGREEMENT.

4. GENERAL CONTRACTOR SHALL WATERPROOF THE

EXISTING STORM DRAIN CULVERT AGAINST POTENTIAL

IRRIGATION MOISTURE AND LANDSCAPE DAMAGE PRIOR
TO START OF CONSTRUCTION.

5. REFER TO SHEET 5 FOR LOCATIONS OF SHEET INSETS.

6. TRENCHING AND BACKFILL PER CITY OF CAMARILLO
STANDARDS.

7. SEE SHEET 8 FOR PROPERTY BOUNDARY DATA.

8. SEE SHEET 8 FOR EASEMENT DATA WITH INSTRUMENT

NUMBERS

GEOTECHNICAL NOTES
LEGEND

PROPERTY BOUNDARY LINE

CENTERLINE

EASEMENT LINE

CLEAR SITE OF EXISTING GRAVEL/DIRT/

SHRUBS PER GEOTECH REPORT
DEMOLITION OF EXISTING HARDSCAPE.

REFER TO SHEETS 57 - 59 FOR
ADDITIONAL INFORMATION.

RIGHT OF WAY LINE

OVEREXCAVATION LIMITS PER

GEOTECH REPORT RECOMMENDATIONS

TRANSITION TO DAYLIGHT LINE

BUILDING OUTLINE

ULTIMATE OUTFALL TRENCHING LIMIT

DEMOLITION OF EXISTING HARDSCAPE

DAYLIGHT LINE

1. THE GEOTECHNICAL CONSULTANT SHOULD DETERMINE THE EXPANSION POTENTIAL OF THE FINISH GRADE MATERIALS AT THE COMPLETION OF GRADING. GRADING AND FOUNDATION DESIGN RECOMMENDATIONS SHOULD BE REVISED IF THE EXPANSION POTENTIAL OF FINISH GRADE MATERIALS SUBSTANTIALLY DIFFERS FROM THE ASSUMED EXPANSION RANGE.

2. AT THE COMPLETION OF GRADING, SAMPLES OF THE ONSITE SOILS SHOULD BE COLLECTED AND TESTED FOR CORROSION POTENTIAL.

3. R-VALUE TESTS SHOULD BE PERFORMED ON FINISH GRADE MATERIALS IN THE STREETS, DRIVEWAY, AND PARKING AREAS PRIOR TO PAVEMENT CONSTRUCTION TO VERIFY FINAL PAVEMENT DESIGN.

4. ANY EXISTING WATER WELL AT THE SITE WITHIN THE PROPOSED DEVELOPMENT AREA SHALL BE DEMOLISHED IN ACCORDANCE WITH REQUIREMENTS BY VENTURA COUNTY AND CALIFORNIA DEPARTMENT OF WATER RESOURCES BULLETIN 74-81 AND 74-90.

5. 13' OF REMOVAL AND RECOMPACTION IS RECOMMENDED WITHIN 10' OF THE BUILDING AREA AND IS DENOTED ON THE PLAN. GC SHALL CONFIRM INFORMATION WITH LATEST REPORT PRIOR TO CONSTRUCTION.

6. ALL FOUNDATION EXCAVATIONS MUST BE OBSERVED AND APPROVED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF REINFORCING STEEL.

7. REMOVE 1" OF FIRST GROUND COVER AND DISPOSE.

8. GENERAL CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING VEGETATION IN EXCESS OF 1". REFER TO GEOTECHNICAL FOR

ADDITIONAL INFORMATION
18834
PROTECT-IN-PLACE EXISTING CURB AND GUTTER.

PROTECT-IN-PLACE EXISTING STREET LIGHT.

PROTECT-IN-PLACE EXISTING UNDERGROUND UTILITY.

PROTECT-IN-PLACE EXISTING STORM DRAIN MANHOLE
AND STRUCTURE. REFER TO SHEETS 17 AND 19 FOR
ADJUSTED MANHOLE RIM INFORMATION.

PROTECT-IN-PLACE EXISTING GUTTER.

PROTECT-IN-PLACE EXISTING SIGN ON POST.

PROTECT-IN-PLACE EXISTING DRIVEWAY AND ASSOCIATED
CURBS AND ASPHALT PAVEMENT.

PROTECT-IN-PLACE EXISTING WATER APPURTENANCE
AND BOLLARDS.

PROTECT-IN-PLACE EXISTING LANDSCAPING AND SHRUBS.

PROTECT-IN-PLACE EXISTING FENCE AND ASSOCIATED
FOOTINGS.

PROTECT-IN-PLACE EXISTING LANDSCAPING, TREES AND
ASSOCIATED ROOTS.

PROTECT-IN-PLACE EXISTING ASPHALT AND BASE
COURSE.

PROTECT-IN-PLACE EXISTING UNDERGROUND 14' X 7'
STORM DRAIN RCB. CONTRACTOR TO PROVIDE

WATERPROOFING SPECIFICATIONS PRIOR TO THE START
OF CONSTRUCTION.

PROTECT-IN-PLACE EXISTING CATCH BASIN.

PROTECT-IN-PLACE EXISTING WATER UTILITY STRUCTURE
AND ADJUST TO GRADE IF NEEDED.

PROTECT-IN-PLACE EXISTING TRANSFORMER AND
ASSOCIATED CONCRETE PAD.

PROTECT-IN-PLACE EXISTING UNDERGROUND 54" WATER
LINE. LIMIT EXCAVATION DEPTH. REFER TO
GEOTECHNICAL REPORT FOR MORE INFORMATION.

PROTECT-IN-PLACE EXISTING 66" STORM DRAIN PIPE.

PROTECT-IN-PLACE EXISTING UNDERGROUND 54" WATER
MAIN VALVE. ADJUST VALVE RIM ELEVATION, REFER TO
SHEET 17 FOR ADDITIONAL INFORMATION.

PROTECT-IN-PLACE EXISTING DRY UTILITIES WITHIN THE
CITY OF CAMARILLO UTILITIES EASEMENT PER INSTR. NO.
20080111-00004237 AND 20080204-00014329. REFER TO DRY

UTILITY PURVEYOR PLANS FOR REQUIRED
IMPROVEMENTS IF ANY.

CLEAR SITE BY REMOVING EXISTING GRAVEL/DIRT/SHRUBS FROM SITE PER GEOTECH REPORT RECOMMENDATIONS.

REMOVE EXISTING TREE AND ASSOCIATED TREE ROOTS.

REMOVE EXISTING BLOCK WALL.

REMOVE EXISTING CURB AND GUTTER INCLUDING REBAR AND BASE COURSE IF ENCOUNTERED.

REMOVE EXISTING ASPHALT DIKE.

REMOVE EXISTING WROUGHT IRON FENCE AND ASSOCIATED FOOTINGS.

REMOVE EXISTING MONITORING WELL STRUCTURE PER GEOTECHNICAL REPORT RECOMMENDATIONS.

DEMO EXISTING ASPHALT PAVEMENT, PROTECT-IN-PLACE BASE COURSE.

DEMO EXISTING CONCRETE CURB.

EXISTING TEMPORARY 42" CSP DROP INLET, 42" PIPE LATERAL, AND BASIN PER AS-BUILT C-14649A TO BE REMOVED IN ITS ENTIRETY.

EXCAVATION AND TRENCH LIMIT SHOWN PER PLAN.

DEMO EXISTING CONCRETE VALLEY GUTTER.

C 87934
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
C2.0
101
·
·
·
·
7 CPD-226M(5)
(PARCEL 2, LD-560A)
18835
VV
VV
VV
V V V

CAUTION

CAUTIONCAUTION

CAUTION

ENTRANCE
EXIT

RESTRICTED ELECTRIC VEHICLES ONLY
FRONT

CARPOOLCARPOOL
TOTAL SQFT: 163,271
∆
SHT
13 RIGHT OF WAY LINE

PROPERTY LINE

PROPERTY LINE
PER LLA-LD-560A
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
C 87934

CITY OF CAMARILLO
CPD-226M(5)
Know what's
before you dig.
below.Call 811
R

CIVIL CONSTRUCTION &

HORIZONTAL CONTROL PLAN
INDEX
W. VENTURA BLVD (PUBLIC)
HIGHWAY 101 (PUBLIC)
NORTH

GENERAL NOTES
LEGEND

PROJECT BOUNDARY LINE

EASEMENT LINE

RIGHT OF WAY LINE

ROAD CENTERLINE

ACCESSIBLE ROUTE
SHT 10SHT 9
SHT 12 SHT 11
101

FUEL FACILITY LIMITS OF WORK
C2.1 8
OVERLAND RD.

LD-446/CPD-204

1. REFER TO ON-SITE SIGNING & STRIPING PLANS FOR PAVEMENT MARKING AND SIGNAGE. SEE SHEETS 43-48.

2. ALL CURB RADII WITHIN PARKING AREAS ARE 3.0' UNLESS

OTHERWISE NOTED

3. ALL DIMENSIONS ARE FACE OF CURB UNLESS OTHERWISE NOTED

4. SEE SHEET 8 FOR PROPERTY BOUNDARY DATA.

5. SEE SHEET 8 FOR EASEMENT DATA WITH INSTRUMENT NUMBERS

6. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHY AND

STRUCTURES ON THE SITE AND IMMEDIATELY NOTIFY THE

ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING WORK

LANDSCAPE LIMIT

EXISTING CAL TRANS FENCE
APN: 230-0-153-045
18836
VV
VV
VV
V V V
FUEL FACILITY INSET 1
SEE SHEET 13
HIGHWAY 101 (PUBLIC)
INSET 2
SEE SHEET 14

CAUTION

CAUTION
4 X 4 FUEL

CAUTION

PROPERTY LINE
PER LLA-LD-560A
INSET 2
SEE SHEET C2.7

CAUTION

CAUTIONCAUTION

CAUTION

ENTRANCE
EXIT

RESTRICTED ELECTRIC VEHICLES ONLY
FRONT

CARPOOLCARPOOL
MATCHLINE - SEE SHEET 11 CIVIL CONSTRUCTION & HORIZONTAL CONTROL PLAN SHEET 3 OF 4
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
C 87934

CITY OF CAMARILLO
CPD-226M(5)
Know what's
before you dig.
below.Call 811
R

CIVIL CONSTRUCTION &

HORIZONTAL CONTROL PLAN
SHEET 1 OF 4
MATCHLINE - SEE SHEET 10 CIVIL CONSTRUCTION & HORIZONTAL CONTROL PLAN SHEET 2 OF 4
SHT
9 SHT
10 SHT
11 SHT
12 NOTES

CONSTRUCTION NOTES

NORTH KEY MAP
1" = 400'
NORTH
C2.2 9 18837

1. REFER TO ON-SITE SIGNING & STRIPING PLANS FOR PAVEMENT MARKING AND SIGNAGE. SEE SHEETS 43-48.

2. ALL CURB RADII WITHIN PARKING AREAS ARE 3.0' UNLESS

OTHERWISE NOTED

3. ALL DIMENSIONS ARE FACE OF CURB UNLESS OTHERWISE NOTED

4. SEE SHEET 8 FOR PROPERTY BOUNDARY DATA.

5. SEE SHEET 8 FOR EASEMENT DATA WITH INSTRUMENT NUMBERS

6. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHY AND

STRUCTURES ON THE SITE AND IMMEDIATELY NOTIFY THE

ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING WORK

SITE LIGHTING, REFER TO ARCHITECTURAL PLANS FOR
DETAILS.

INSTALL CART CORRAL PER COSTCO STD DTL 08_15 ON
SHEET 49. REFER TO ARCHITECTURAL PLANS FOR
ADDITIONAL INFORMATION.

CONSTRUCT CAST IN PLACE CONCRETE CURB PER DTL 1
ON SHEET 49.

CONSTRUCT CONCRETE RIBBON GUTTER PER DTL 2 ON
SHEET 49, WIDTH PER PLANS.

CONSTRUCT 6' X 6' TREE WELL WITH SINGLE CURB PER
DTL 1 ON SHEET 49.

CONSTRUCT CONCRETE END ISLAND CURB AND GUTTER
PER COSTCO STD DTL 09_07 ON SHEET 50.

CONSTRUCT END ISLAND WITH SINGLE CURB, NO GUTTER
PER COSTCO STD DTL 09_07 ON SHEET 50.

STORM DRAIN FEATURE, REFER TO STORM DRAIN PLANS
FOR DETAILS.

ELECTRIC TRANSFORMER (SEPARATE FROM WAREHOUSE
TRANSFORMER) PER SEPARATE PLAN AND PER UNIT.

MANHOLE, REFER TO WATER, SEWER, AND FIRELINE
PLANS ON SHEETS 24-29 FOR DETAILS.

CONSTRUCT RETAINING CURB PER DTL 4 ON SHEET 50.

CONSTRUCT CONCRETE CURB AND GUTTER PER COSTCO
STD DTL 09_05 ON SHEET 50.

INSTALL BOLLARDS, REFER TO ELECTRIFY AMERICA PLANS
FOR DETAILS.

CAUTION

CAUTIONCAUTION

CAUTION

CAUTIONCAUTION

CAUTION

ENTRANCE
EXIT

RESTRICTED ELECTRIC VEHICLES ONLY
FRONT

CARPOOLCARPOOL
MATCHLINE - SEE SHEET 12 CIVIL CONSTRUCTION & HORIZONTAL CONTROL PLAN SHEET 4 OF 4
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
C 87934

CITY OF CAMARILLO
CPD-226M(5)
Know what's
before you dig.
below.Call 811
R

CIVIL CONSTRUCTION &

HORIZONTAL CONTROL PLAN
SHEET 2 OF 4
MATCHLINE - SEE SHEET 9 CIVIL CONSTRUCTION & HORIZONTAL CONTROL PLAN SHEET 1 OF 4

CONSTRUCTION NOTES
NORTH
NORTH

KEY MAP
1" = 400'
C2.3 10
OVERLAND RD.

NOTES
18838