Camarillo City Council
June 10, 2026

F. BRASS PIPE

1. BRASS PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE 86% RED BRASS, AMERICAN NATIONAL STANDARDS INSTITUTE, SCHEDULE 40 SCREWED PIPE, CONFORMING TO FEDERAL SPECIFICATIONS WW-P-351.

2. FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125 POUND CLASS, CONFORMING TO FEDERAL SPECIFICATIONS WW-P-460.

G. GALVANIZED PIPE

1. GALVANIZED STEEL PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASA SCHEDULE 40 MILD STEEL SCREWED PIPE. FITTINGS SHALL BE MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON.

2. ALL GALVANIZED PIPE AND FITTINGS INSTALLED BELOW GRADE SHALL BE PAINTED WITH TWO (2) COATS OF KOPPERS #50 BITUMASTIC, OR APPROVED EQUAL. PIPES MAY BE WRAPPED WITH AN APPROVED ASPHALTIC TAPE.

H. UVR-PVC PIPE

1. UVR-PVC PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE ULTRA-VIOLET RESISTANT, SCHEDULE 40 PVC PIPE. FITTINGS SHALL BE UVR-PVC FITTINGS.

I. BACKFLOW PREVENTION UNIT

1. BACKFLOW PREVENTION UNIT SHALL BE FACTORY ASSEMBLED AND SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL BACKFLOW PREVENTION UNIT AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION.

J. VALVE BOXES

1. GATE VALVES AND REMOTE CONTROL VALVES, EXCEPT FOR ANTI-SIPHON VALVES, SHALL BE INSTALLED BELOW GRADE AS INDICATED IN THE DETAILS ON THE DRAWINGS, IN LOCKABLE VALVE BOXES MANUFACTURED BY CARSON, BROOKS, FRASER, AMETEK, OR APPROVED EQUAL.

2. VALVE BOX LIDS SHALL BE GREEN IN COLOR UNLESS OTHERWISE NOTED ON THE PLANS. GATE VALVES SHALL BE IDENTIFIED BY STAMPING "CV" ON THE VALVE BOX COVER. REMOTE CONTROL VALVES SHALL BE IDENTIFIED BY STAMPING "RCV" AND STATION NUMBER ON THE VALVE BOX COVER.

3. VALVE BOXES SHALL BE SET ONE INCH (1") ABOVE FINISH GRADE, WITH VALVES SET AT SUFFICIENT DEPTH TO PROVIDE APPROPRIATE CLEARANCE BETWEEN THE COVER AND VALVE.

K. ISOLATION VALVES

1. ISOLATION VALVES (BALL) SHALL BE AS INDICATED IN THE IRRIGATION SCHEDULE ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL ISOLATION VALVES AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION.

2. THE OPERATING UNIT SHALL BE LINE-SIZED AND HAVE ANY ARROW CAST IN THE METAL INDICATING THE DIRECTION OF OPENING. VALVE SHALL CONFORM TO AMERICAN WATER WORKS STANDARDS.

3. ISOLATION VALVES SHALL BE DESIGNED TO PERMIT DISMANTLING TO REPLACE SEALING COMPONENTS WITHOUT REMOVAL OF THE VALVE BODY FROM THE PIPELINE.

4. ISOLATION VALVES SHALL BE INSTALLED WITH OPERATING NUTS.

L. QUICK COUPLING VALVES

1. QUICK COUPLING VALVES SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL

INSTALL QUICK COUPLER VALVES AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, WITH A MOLDED VINYL OR THERMOPLASTIC RUBBER LOCKING YELLOW COVER. COUPLER KEYS AND HOSE ELLS SHALL BE OF THE SAME MANUFACTURER AS THE VALVE.

M. ANTI-DRAIN VALVES

1. WHERE INDICATED ON THE DRAWINGS, AND AS NEEDED FOR FIELD CONDITIONS, ANTI-DRAIN VALVES SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. ANTI-DRAIN VALVES SHALL BE LINE-SIZED AND INSTALLED ON THE RISER DIRECTLY UNDER THE IRRIGATION HEADS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

N. REMOTE CONTROL VALVES

1. REMOTE CONTROL VALVES SHALL BE SOLENOID ACTIVATED, OF THE TYPE, MANUFACTURER AND SIZE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL REMOTE CONTROL VALVES AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

O. CONTROLLERS AND WIRING

1. CONTROLLER SHALL BE OF THE TYPE AND MANUFACTURER AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL.

CONTRACTOR SHALL INSTALL CONTROLLER AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

2. FOR TRADITIONAL WIRE SYSTEMS CONNECTIONS BETWEEN THE CONTROLLER AND THE REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL SOLID COPPER WIRE. CONTROL WIRE SHALL BE #14 AWG, TYPE U.F., 600 VOLT. COMMON WIRE SHALL BE #12 AWG. WIRE SHALL BE PVC INSULATED OF SINGLE CONDUCTOR TYPE, UNDERGROUND FEEDER CABLE, U.L. APPROVED.

3. FOR TRADITIONAL WIRE SYSTEMS, AS PRACTICAL, PILOT WIRES SHALL BE A DIFFERENT COLOR FOR EACH VALVE. COMMON WIRES SHALL BE WHITE WITH A DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER. FOR 2WIRE SYSTEMS, EACH CONTROLLER SHALL HAVE A DIFFERENT WIRE COLOR.

4. WIRE SHALL BE BURIED A MINIMUM OF EIGHTEEN INCHES (18") IN DEPTH AND WHENEVER POSSIBLE SHALL OCCUPY THE SAME TRENCH AS THE MAINLINE, BUNDLED AND SECURED TO IRRIGATION PIPELINES AT TEN FOOT (10') INTERVALS WITH PLASTIC ELECTRICAL TAPE, PROVIDING SUFFICIENT SLACK FOR EXPANSION AND CONTRACTION.

5. WIRE FOR SLOPE SYSTEMS SHALL BE INSTALLED IN A UVR PVC SLEEVE LAID ADJACENT TO THE ON-GRADE PIPES.

6. PROVIDE A SEPARATE GROUND WIRE FOR EACH CONTROLLER.

7. AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE FEET (3') OF EACH WIRE CONNECTION AND CHANGE OF DIRECTION, AND AT LEAST EVERY 100 FEET OF WIRE LENGTH ON LONGER RUNS.

8. FOR TRADITIONAL WIRE SYSTEMS, ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK #3576 CONNECTOR SEALING PACKS, RAIN BIRD PEN-TITE, SEARS DS-400 WIRE CONNECTORS, 3M DBY WIRE SEALING PACKS, OR APPROVED EQUAL. USE ONE (1) SPLICE PER CONNECTOR SEALING PACK. WIRE SPLICES SHALL BE LOCATED IN PULL BOXES SET ONE INCH (1") ABOVE FINISH GRADE.

9. FOR 2WIRE SYSTEMS, ALL SPLICES SHALL BE MADE WITH 3M DBY-6 DIRECT BURY SPLICE KITS OR APPROVED EQUAL. USE ONE (1) SPLICE PER CONNECTOR SEALING PACK. WIRE SPLICES SHALL BE LOCATED IN PULL BOXES SET ONE INCH (1") ABOVE FINISH GRADE.

10.FIELD SPLICES BETWEEN THE CONTROLLER AND REMOTE CONTROL VALVES WILL NOT BE PERMITTED.

11.FOR TRADITIONAL WIRE SYSTEMS, INSTALL A SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG ENTIRE MAINLINE. LOOP THIRTY-SIX INCHES (36") EXCESS WIRE INTO EACH SINGLE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES.

12. ALL CONTROLLER WIRES INSTALLED WITHIN GARAGES SHALL BE RUN IN CORROSION RESISTANT THIN METAL WALL ELECTRICAL CONDUIT AND LABELED AS "IRRIGATION CONTROL WIRES."

13.FOR 2WIRE SYSTEMS, SURGE PROTECTION AGAINST SURGE DAMAGE DUE TO LIGHTENING OR OTHER ELECTRICAL SURGE EVENTS IS REQUIRED. ALL

INSTALLATIONS SHALL CONFORM TO MANUFACTURER'S INSTRUCTIONS, AND MUST MEET OR EXCEED THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS (ASIC) EARTH GROUNDING GUIDELINE 100-2002. IN ALL CASES WHERE IT DOES NOT CONFLICT WITH APPROPRIATE GROUNDING GRID DESIGN FOR THE PROJECT, GROUND RODS OR PLATES AS REFERRED TO IN THIS SPECIFICATION SHALL CONFORM TO THE FOLLOWING STANDARDS:
a) ALL GROUNDING RODS SHALL BE BARE COPPER OF 5/8” DIAMETER OR GREATER, AND 8' LENGTH OR GREATER. b) ALL GROUNDING PLATES SHALL BE 5 SQUARE FEET, TYPICALLY 4” BY 96”, AS OUTLINED IN ASIC EARTH GROUNDING GUIDELINE 100-2002. c) A MEASURED RESISTANCE READING OF NO MORE THAN 25 OHMS IS NECESSARY AT EACH TW-LA-1 (LIGHTNING ARRESTOR). ASIC SPEC: SECTION

7.0 - MEASURING RESISTANCE, ITEM A.

14. GROUND RODS AND PLATES SHALL BE LOCATED AT A MINIMUM DISTANCE TO ASSURE THAT THE TWO-WIRE PATH IS OUTSIDE OF THE ELECTRODE SPHERE OF INFLUENCE FOR THE GROUNDING ROD. FOR AN 8' GROUNDING ROD, THIS

15. MEANS THAT THE GROUNDING ROD MUST BE CONNECTED AT LEAST 8' AWAY FROM THE TWO-WIRE PATH, AT A

16.RIGHT ANGLE TO THE TWO-WIRE PATH. SEE THE SECTION BELOW FOR DETAILS ON CONNECTING THE GROUNDING

17.ROD OR PLATE TO THE DEVICE OR LIGHTNING ARRESTOR. (UNDER NO CIRCUMSTANCE SHOULD A GROUND ROD OR

18.GROUND PLATE BE INSTALLED IN OR UNDER A VALVE BOX, METER BOX OR ELECTRICAL BOX.) P. IRRIGATION HEADS

1. IRRIGATION HEADS SHALL BE OF THE MANUFACTURER, SIZE, TYPE, AND RATE OF PRECIPITATION WITH THE DIAMETER (OR RADIUS) OF THROW, PRESSURE,

AND DISCHARGE AS SPECIFIED IN THE IRRIGATION SCHEDULE ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

2. RISER UNITS SHALL BE ORIENTED PERPENDICULAR TO THE FINISH GRADE WITH NIPPLES OF THE SAME SIZE AS THE RISER OPENING IN THE IRRIGATION HEAD.

3. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM SHOWN ON THE DRAWINGS AND IN NO CASE EXCEED THE MAXIMUM SPACING RECOMMENDED BY THE MANUFACTURER. CONTRACTOR RESPONSIBLE TO INSURE COMPLETE COVERAGE.

Q. INSTALLATION

1. PIPE SHALL BE CUT SQUARE AND THE ENDS REAMED OUT TO THE FULL INSIDE DIAMETER OF THE PIPE AND THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE INSTALLATION.

2. PVC PIPE SHALL BE PROTECTED FROM TOOL DAMAGE DURING ASSEMBLY. PLASTIC PIPE WHICH HAS BEEN NICKED, SCARRED OR DAMAGED SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

3. PVC SOLVENT-WELD JOINTS SHALL BE MADE IN ACCORDANCE WITH ASTM D-2855. PIPE SHALL NOT BE EXPOSED TO WATER FOR TWENTY-FOUR (24) HOURS AFTER SOLVENT-WELD JOINTS ARE COMPLETED.

4. TRENCHES SHALL BE OF OPEN VERTICAL CONSTRUCTION TO APPROPRIATE DEPTHS AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. PVC

PIPE SHALL BE LAID ON NATIVE GRADE OR CERTIFIED COMPACTED SUBGRADE, FREE OF ROCKS OR SHARP-EDGED OBJECTS AND SNAKED FROM SIDE TO SIDE IN THE TRENCH TO ALLOW FOR EXPANSION AND CONTRACTION.

5. TEFLON TAPE SHALL BE USED ON ALL THREADED PVC TO PVC AND ON ALL THREADED PVC TO METAL JOINTS.

6. BRASS PIPE AND FITTINGS SHALL BE ASSEMBLED USING TEFLON DOPE, APPLIED TO THE MALE THREADS ONLY.

7. GALVANIZED PIPE THREADS SHALL BE CUT WITH CLEAN, SHARP DIES, CONFORMING TO AMERICAN STANDARDS ASSOCIATION SPECIFICATION. MALE PIPE THREADS SHALL BE COATED WITH A NON-TOXIC, NON-HARDENING, NON-CORROSIVE JOINT COMPOUND.

8. GALVANIZED PIPE OR ULTRA-VIOLET RESISTANT (UVR) PVC INSTALLED ON GRADE SHALL BE ANCHORED AT INTERVALS NOT TO EXCEED TEN FEET (10'), WITH #4 REBAR, WITH A "J" HOOKED RADIUS.

9. RUBBER RING SEAL JOINT:

10.USE FACTORY-MADE MALE END OR PREPARE FIELD-CUT MALE END TO EXACT SPECIFICATIONS OF FACTORY-MADE END.

11.CAREFULLY CLEAN BELL OR COUPLING AND INSERT RUBBER RING WITHOUT LUBRICANT. POSITION RING CAREFULLY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

12.LUBRICATE MALE END ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND INSERT MALE END TO SPECIFIED DEPTH. USE HANDS ONLY WHEN INSERTING PVC PIPE.

13. THRUST BLOCKS SHALL BE PROVIDED WHERE NECESSARY TO RESIST SYSTEM PRESSURE ON RING-TITE PIPE AND FITTINGS. BLOCKS SHALL BE CONCRETE AND THE SIZE SHALL BE BASED ON AN AVERAGE SOIL SAFE BEARING LOAD OF 1000 POUNDS PER SQUARE FOOT.

14.FORM THRUST BLOCKS IN SUCH A MANNER THAT CONCRETE COMES IN CONTACT ONLY WITH THE FITTINGS. THRUST BLOCKS SHALL BE BETWEEN SOLID SOIL AND THE FITTING.

15.IRRIGATION LINES AND CONTROL WIRING SHALL BE INSTALLED UNDER PAVING IN SEPARATE PVC SCHEDULE 40 SLEEVES. SLEEVES SHALL BE INSTALLED WITH THE COVERAGE DEPTHS AS SPECIFIED HEREIN.

16.PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING OR HYDRAULIC DRIVING, EXCEPT THAT NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALTIC CONCRETE PAVEMENT. WHERE CUTTING OR BREAKING OF EXISTING PAVEMENT IS NECESSARY, OBTAIN PERMISSION FROM

THE OWNER BEFORE CUTTING OR BREAKING PAVEMENT AND THEN MAKE ALL NECESSARY REPAIRS AND REPLACEMENTS TO THE SATISFACTION OF THE OWNER, AND AT NO ADDITIONAL COST TO THE OWNER.

17. ALL LINES SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF SIX INCHES (6") FROM EACH OTHER AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER.

18.PROVIDE THE FOLLOWING MINIMUM COVERAGE (WHERE LINES OCCUR UNDER PAVED AREAS, THESE COVERAGE DEPTHS SHALL BE CONSIDERED BELOW SUBGRADE):
a) PRESSURE MAINLINE - 18”
b) NON-PRESSURE LATERAL LINES - 12”
c) CONTROL WIRING - 18”
R. ADJUSTING AND TESTING THE SYSTEM

1. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS AND LABOR TO CONDUCT PIPELINE PRESSURE TESTS, COVERAGE TESTS AND OPERATIONAL TESTS. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE OWNER PRIOR TO PLANTING OPERATIONS. TRENCHES SHALL NOT BE BACKFILLED UNTIL THE PIPELINE PRESSURE TESTS HAVE BEEN PERFORMED TO THE SATISFACTION OF THE OWNER.

2. AFTER COMPLETION OF PIPELINE ASSEMBLY, PRIOR TO INSTALLATION OF TERMINAL FITTINGS, INCLUDING BUT NOT LIMITED TO REMOTE CONTROL VALVES AND QUICK COUPLER VALVES, ENTIRE SYSTEM SHALL BE THOROUGHLY FLUSHED TO REMOVE DIRT, SCALE OR OTHER DELETERIOUS MATERIAL.

3. WITH OPEN ENDS CAPPED, PRIOR TO INSTALLING VALVES, TEST PRESSURE SUPPLY LINES FOR SIX (6) HOURS AT 125 PSI. CENTER LOAD PVC PIPE WITH A SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND WHIPPING UNDER PRESSURE.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY PORTIONS OF THE WORK TWENTY (24) HOURS IN ADVANCE FOR THE FOLLOWING INSPECTIONS; SYSTEM LAYOUT, PRESSURE PIPELINE TESTS, COVERAGE TESTS, OPERATIONAL TESTS (AHEAD OF PLANTING OPERATIONS)

5. COVERAGE TEST SHALL DEMONSTRATE THAT EACH STATION AREA IS BALANCED TO PROVIDE UNIFORM AND ADEQUATE COVERAGE.

6. OPERATIONAL TEST SHALL DEMONSTRATE THE PERFORMANCE AND OPERATION OF ALL COMPONENTS OF THE CONTROLLER SYSTEM. REMOTE CONTROL VALVES SHALL BE PROPERLY BALANCED, HEADS ADJUSTED FOR COVERAGE AND SYSTEM SHALL BE WORKABLE, CLEAN AND EFFICIENT.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY PORTIONS OF THE WORK THAT ARE NOT PROPERLY INSTALLED AND RETESTING UNTIL INSTALLATION HAS BEEN ACCEPTED BY THE OWNER.

S. BACKFILLING

1. TRENCHES LOCATED UNDER AREAS WHERE PAVING OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH A SIX INCH (6") LAYER OF SAND BELOW THE PIPE AND THREE INCHES (3") ABOVE THE PIPE, AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EARTHWORK SECTION.

T. MATERIALS TO BE FURNISHED

1. CONTRACTOR SHALL FURNISH THE OWNER THE FOLLOWING MATERIALS AT THE END OF CONSTRUCTION, PRIOR TO THE POST-INSTALLATION MAINTENANCE PERIOD:
a) TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE SUPPLIED ON THE PROJECT.
b) TWO (2) FIVE FOOT (5') VALVE KEYS FOR OPERATING ISOLATION VALVES. c) TWO (2) KEYS FOR EACH CONTROLLER.
d) ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVELS FOR EACH QUICK COUPLER VALVE INSTALLED. e) ONE (1) SET EACH APPROVED AS-BUILT AND RECORD DRAWINGS. f) TWO (2) SETS EACH APPROVED CONTROLLER CHARTS.

U. AS-BUILT AND RECORD DRAWINGS

1. CONTRACTOR SHALL MAINTAIN AND KEEP UP TO DATE ONE (1) SET OF BLUELINES SHOWING THE "AS-BUILT" LOCATION OF MAJOR FEATURES OF THE PROJECT AND INDICATING CHANGES THAT MAY OCCUR DURING INSTALLATION.

2. PRIOR TO ACCEPTANCE OF THE WORK, CONTRACTOR SHALL FURNISH THE OWNER WITH ONE (1) SET OF REPRODUCIBLE TRANSPARENCIES AS THE RECORD SET SHOWING THE AS-BUILT DATA, OF A QUALITY SATISFACTORY TO THE OWNER. TRANSFER AS-BUILT DATA IN INK (NO BALL POINT PEN) AND ERADICATE OUTDATED ITEMS.

3. DIMENSION FROM TWO (2) PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT) THE LOCATION OF THE FOLLOWING ITEMS:
a) POINT OF CONNECTION TO EXISTING WATER LINES.
b) POINT OF CONNECTION TO EXISTING ELECTRICAL POWER.
c) IRRIGATION VALVES.
d) ROUTING OF IRRIGATION PRESSURE LINES (DIMENSIONS, MAXIMUM 100' ALONG ROUTE). e) REMOTE CONTROL VALVES.
f) ROUTING OF CONTROL VALVES.
g) QUICK COUPLING VALVES.
h) OTHER RELATED EQUIPMENT AS REQUESTED BY THE OWNER.

4. CONTRACTOR SHALL SUBMIT AS-BUILT/RECORD DRAWINGS TO OWNER FOR REVIEW PRIOR TO COMPLETING CONTROLLER CHARTS.

V. CONTROLLER CHARTS

1. CONTRACTOR SHALL PROVIDE TWO (2) CONTROLLER CHARTS FOR EACH CONTROLLER SUPPLIED. THE CONTROLLER CHARTS SHALL SHOW THE AREA

CONTROLLED AND SHALL

2. BE THE MAXIMUM SIZE WHICH THE CONTROLLER DOOR WILL ALLOW. THE CONTROLLER CHARTS SHALL BE A PHOTOGRAPHIC PRINT WITH A DIFFERENT COLOR INDICATING THE AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED, THE CONTROLLER CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO (2) PIECES OF TRANSPARENT PLASTIC, EACH BEING A MINIMUM OF TWENTY (20) MILS THICK.

W. OPERATION AND MAINTENANCE MANUALS

1. PREPARE AND DELIVER FOUR (4) INDIVIDUALLY BOUND COPIES OF THE OPERATION AND MAINTENANCE MANUAL TO THE OWNER AT LEAST TEN (10) CALENDAR DAYS PRIOR TO ACCEPTANCE OF THE WORK. THE MANUAL SHALL INCLUDE DESCRIPTIVE MATERIAL OF EQUIPMENT INSTALLED AND SHALL BE IN SUFFICIENT DETAIL FOR MAINTENANCE PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. EACH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOWING:

2. INDEX SHEETS STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, LIST

3. OF EQUIPMENT WITH NAMES AND ADDRESSES OF LOCAL MANUFACTURERS REPRESENTATIVES.

4. CATALOG AND PARTS SHEETS ON ALL MATERIAL AND EQUIPMENT INSTALLED.

5. GUARANTEE STATEMENT.

6. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS.

X. GUARANTEE

1. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND EQUIPMENT FOR ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. SHOULD

ANY TROUBLE DEVELOP WITHIN THE TIME SPECIFIED DUE TO INFERIOR OR FAULTY MATERIALS OR WORKMANSHIP, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS INCURRED DUE TO REPAIR AND REPLACEMENT.

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COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

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PROPERTY BOUNDARY/ LIMIT OF WORK

PROPERTY BOUNDARY/

LIMIT OF WORK
SS

ALLEY WAY

JIFFY LUBE PARKING

ARNEILL ROAD

RESIDENTIAL

BUILDING

MIXED-USE

BUILDING
TRASH

ENCLOSURE
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SEE CIVIL PLANS FOR BIORETENTION BASIN SOIL MEDIA
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SYMBOL QTY BOTANICAL / COMMON NAME CONT WUCOLS
TREES
1 ARBUTUS X `MARINA` / ARBUTUS MULTI-TRUNK 24" BOX LOW
1 SYAGRUS ROMANZOFFIANA / QUEEN PALM 15` B.T. LOW
SHRUBS
13 AGAVE X `BLUE FLAME` / BLUE FLAME AGAVE 10 GAL LOW
3 BOUGAINVILLEA X 'BARBARA KARST' / BARBARA KARST BOUGAINVILLEA 5 GAL LOW 4 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS 5 GAL LOW 9 CHONDROPETALUM TECTORUM `EL CAMPO` / CAPE RUSH 5 GAL LOW 17 DIANELLA CAERULEA / DIANELLA 1 GAL LOW
26 JUNCUS PATENS `ELK BLUE` / SPREADING RUSH 5 GAL LOW
26 KNIPHOFIA UVARIA `MALIBU YELLOW` / MALIBU YELLOW TORCH LILY 5 GAL LOW 16 LAVANDULA ANGUSTIFOLIA 'MUNSTEAD' / MUNSTEAD ENGLISH LAVENDER 5 GAL LOW 7 LEUCADENDRON X `JESTER` / JESTER CONEBUSH 5 GAL LOW
83 LOMANDRA LONGIFOLIA `BREEZE` / DWARF MAT RUSH 1 GAL LOW 23 OLEA EUROPAEA `LITTLE OLLIE` TM / LITTLE OLLIE OLIVE 5 GAL LOW 3 PITTOSPORUM TENUIFOLIUM `SILVER SHEEN` / TAWHIWHI 15 GAL LOW 7 POLYSTICHUM MUNITUM / WESTERN SWORD FERN 5 GAL MODERATE 5 SALVIA ROSMARINUS 'PROSTRATUS' / PROSTATE ROSEMARY 2 GAL LOW 100 SENECIO MANDRALISCAE / BLUE FINGER 1 GAL LOW
VINE
15 FICUS PUMILA / CREEPING FIG 5 GAL MODERATE

SYMBOL QTY BOTANICAL / COMMON NAME CONT WUCOLS SPACING

GROUND COVERS
33 DYMONDIA MARGARETAE / SILVER CARPET DYMONDIA 4"POT LOW 18" o.c.

A
K
CH
D
LE
OL
PIT

SYMBOL QTY BOTANICAL NAME COMMON NAME CONT WUCOLS DETAIL SHRUBS
8 CHONDROPETALUM TECTORUM `EL CAMPO` CAPE RUSH 5 GAL LOW 10 JUNCUS PATENS `ELK BLUE` SPREADING RUSH 5 GAL LOW
8 KNIPHOFIA UVARIA `MALIBU YELLOW` MALIBU YELLOW TORCH LILY 5 GAL LOW CH

PLANT SCHEDULE BIORETENTION
0 10 20 30 feet
1"=10'
5 NOTES

1. LIMIT OF WORK DEPICTED IS APPROXIMATE. ACTUAL LIMIT OF WORK MAY VARY BASED ON FIELD CONDITIONS.

2. REFER TO SHEET LP001 FOR PLANT SCHEDULE, NOTES, AND
LP501 FOR DETAILS.

3. CONTRACTOR TO INSTALL ROOT CONTROL BARRIER PER
DETAIL 1, SHEET LP501.

CITY OF CAMARILLO
10 E. Figueroa St., Ste. 200
Santa Barbara, CA 93101
p: (805) 963-8283 ● f: (805) 963-8184

PLANT SCHEDULE

SYMBOL QTY BOTANICAL / COMMON NAME CONT WUCOLS
TREES
1 ARBUTUS X `MARINA` / ARBUTUS MULTI-TRUNK 24" BOX LOW
3 SYAGRUS ROMANZOFFIANA / QUEEN PALM 15` B.T. LOW
SHRUBS
11 AGAVE X `BLUE FLAME` / BLUE FLAME AGAVE 10 GAL LOW
3 BOUGAINVILLEA X 'BARBARA KARST' / BARBARA KARST BOUGAINVILLEA 5 GAL LOW 5 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS 5 GAL LOW 9 CHONDROPETALUM TECTORUM `EL CAMPO` / CAPE RUSH 5 GAL LOW 16 DIANELLA CAERULEA / DIANELLA 1 GAL LOW
26 JUNCUS PATENS `ELK BLUE` / SPREADING RUSH 5 GAL LOW
26 KNIPHOFIA UVARIA `MALIBU YELLOW` / MALIBU YELLOW TORCH LILY 5 GAL LOW 16 LAVANDULA ANGUSTIFOLIA 'MUNSTEAD' / MUNSTEAD ENGLISH LAVENDER 5 GAL LOW 7 LEUCADENDRON X `JESTER` / JESTER CONEBUSH 5 GAL LOW
86 LOMANDRA LONGIFOLIA `BREEZE` / DWARF MAT RUSH 1 GAL LOW 23 OLEA EUROPAEA `LITTLE OLLIE` TM / LITTLE OLLIE OLIVE 5 GAL LOW 3 PITTOSPORUM TENUIFOLIUM `SILVER SHEEN` / TAWHIWHI 15 GAL LOW 14 POLYSTICHUM MUNITUM / WESTERN SWORD FERN 5 GAL MODERATE 5 SALVIA ROSMARINUS 'PROSTRATUS' / PROSTATE ROSEMARY 2 GAL LOW 104 SENECIO MANDRALISCAE / BLUE FINGER 1 GAL LOW
VINE
15 FICUS PUMILA / CREEPING FIG 5 GAL MODERATE

SYMBOL QTY BOTANICAL / COMMON NAME CONT WUCOLS SPACING

GROUND COVERS
33 DYMONDIA MARGARETAE / SILVER CARPET DYMONDIA 4"POT LOW 18" o.c.

A
K
CH
D
LE
OL
PIT

1. THE PLANT PALETTE AT LEFT IS COMPRISED OF MEDITERRANEAN PLANT MATERIAL KNOWN TO THRIVE IN THE LOCAL CLIMATE AND SOIL CONDITIONS. 20% OR LESS OF THE PLANT MATERIAL WILL REQUIRE MODERATE WATER, AND THE REMAINDER WILL REQUIRE LOW TO VERY LOW WATER ONCE ESTABLISHED. THIS PLANT PALETTE COUPLE WITH

THE IRRIGATION SYSTEM DESCRIBED AT THE LEFT WILL MEET OR EXCEED THE STATE AND LOCAL STANDARDS FOR WATER CONSERVATION THROUGH WATER EFFICIENT LANDSCAPE IRRIGATION DESIGN.

2. ALL ABOVE GROUND UTILITIES WILL BE SCREENED WITH VEGETATION, PER PLANS.

3. CONTRACTOR SHALL SUBMIT LABELED PHOTOS OF ALL PLANT MATERIAL, TREES AND GROUNDCOVERS. PHOTOS SHALL BE OF THE SPECIFIED CONTAINER SIZE. PHOTOS SHALL BE SUBMITTED AS A COMPLETE SUBMITTAL PACKAGE FOR REVIEW AND APPROVAL. INCLUDE PHOTOS OF ANY SUBSTITUTES, CLEARLY LABELED.

4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS.

5. PLANT SCHEDULE ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJOR DISCREPANCIES.

6. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, ALL STRUCTURAL AND HARDSCAPE IMPROVEMENTS SHALL BE CONSTRUCTED AND FINISHED AHEAD OF PLANTING.

7. ADJUST PLANT MATERIAL AS NECESSARY AROUND UTILITY LOCATIONS. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJOR CONFLICTS OR NECESSARY ADJUSTMENTS.

8. SOILS SHALL BE PREPARED AND AMENDED PER THE SPECIFICATIONS. SOIL AMENDMENTS AND PREPARATION SHALL CONFORM TO STATE AB1881 AND LOCAL WATER EFFICIENT LANDSCAPE ORDINANCES. ALL WORK ON THE

IRRIGATION SYSTEM INCLUDING OPERATIONAL TESTS, AND BACKFILLING OF TRENCHES SHALL BE COMPLETED AHEAD OF PLANTING.

9. LOCATIONS OF ALL PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING. THE REPRESENTATIVE RESERVES THE RIGHT TO MAKE ANY ADJUSTMENTS, SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THE PLANT LAYOUT AS WORK PROGRESSES.

10. ALL PLANTING AREAS TO RECEIVE 3" THICK MIN. LAYER OF MULCH. SEE SPECIFICATIONS FOR MULCH TYPE.

PROVIDE SAMPLE FOR APPROVAL.

11. THESE PLANS COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND THE CRITERIA HAVE BEEN APPLIED FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.

PLANTING NOTES PLANT SCHEDULE

CITY OF CAMARILLO
10 E. Figueroa St., Ste. 200
Santa Barbara, CA 93101
p: (805) 963-8283 ● f: (805) 963-8184
NOTES:

1. INSTALL ROOT BARRIER WHEN
TRUNK IS WITHIN 5' OF
PAVING OR UTILITIES.

2. INSTALL ROOT BARRIER PER

MANUFACTURER'S
RECOMMENDATIONS.

PLAN VIEW

PLANTING AREA

ROOT CONTROL BARRIER
(MAY BE REQUIRED ON BOTH

SIDES OF TREE)

PAVING OR UTILITIES

ROOT CONTROL BARRIER
1/2" = 1'-0"

CENTER OF TREE TRUNK
1 RRM-1000-ARN-83
EQUAL
1/2 O.C. SPACING FROM

EDGE OF PAVING, BACK OF

CURB, OR BUILDING FACE
NOTE: GROUNDCOVER SHALL

BE TRIANGULARLY SPACED
PER THE ON-CENTER (O.C.)

SPACING INDICATED ON THE

PLANTING PLAN AND/OR

PLANTING LEGEND, UNLESS
OTHERWISE NOTED.

EDGE OF PLANTING AREA

PLANT PER PLANTING
PLAN, TYP.

GROUNDCOVER SPACING
1 1/2" = 1'-0" RRM-1000-ARN-32 2
2x ROOTBALL WIDTH

MULCH PER PLANTING NOTES

AMENDED BACKFILL

SOIL MIXTURE

FERTILIZER TABLET

AMENDED NATIVE SOIL

TOP OF ROOTBALL AT OR SLIGHTLY

ABOVE FINISH GRADE

SHRUB PLANTING
1 1/2" = 1'-0" 3 RRM-1000-ARN-19

TREE STAKING STANDARD
3/4" = 1'-0" 4 RRM-1000-ARN-84
A)“ANY TREE PLANTED WITHIN TEN FEET (10’) OF ANY PUBLIC SIDEWALK OR OTHER PUBLIC IMPROVEMENT SHALL BE

PROVIDED WITH A ROOT BARRIER AS APPROVED BY THE DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER AND DIRECTOR OF COMMUNITY DEVELOPMENT.”
B)“THE CITY OF CAMARILLO PUBLIC WORKS DEPARTMENT REQUIRES THAT ALL WOOD MULCH PRODUCTS USED IN

PLANTERS THAT ARE ADJACENT TO OR THAT DRAIN INTO THE PUBLIC STORM DRAIN SYSTEM BE SUBMITTED TO THE PUBLIC

WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO DELIVERY TO THE SITE OR SPECIFY THE PUBLIC WORKS DEPARTMENT PRE-APPROVED LOCAL GREEN WASTE RECYCLE PRODUCT MANUFACTURED BY AGROMIN, ‘COVER MULCH’ AND ‘GORILLA HAIR’ MULCH.”
C)“THE DEVELOPER MUST CONTACT THE DEPARTMENT OF PUBLIC WORKS FOR AN INSPECTION FOR FINAL APPROVAL OF

ANY LANDSCAPING WITHIN THE PARKWAY OF CITY RIGHT OF WAY BY CONTACTING THE CITY LANDSCAPE INSPECTOR AT (805) 388-5338, FORTY-EIGHT (48) HOURS PRIOR TO THE DESIRED INSPECTION TIME.” D)“PRIOR TO FINAL INSPECTION BY THE CITY, THE DEVELOPER MUST SUBMIT WRITTEN CERTIFICATION FROM THE

LANDSCAPE ARCHITECT THAT THE LANDSCAPING HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.”
SIGHT DISTANCE REQUIREMENTS:

A)“NO SHRUB PLANTING MORE THAN 3’ HIGH WITHIN LINE OF SIGHT AREA.

B)“NO TREE PLANTING WITH BOUGHS LESS THAN 7’ HIGH WITHIN LINE OF SIGHT AREA.

C)2’ LEVEL OVERHANG (NO SHRUBS/TREES) FOR PARKING SPACES (I.E. FOR COMPACT STALLS AT 15’ AND STANDARD STALLS AT 18’).

D)NO TREE PLANTING WITHIN 5’ OF WET UTILITIES.

STATE OF CALIFORNIA MWELO REQUIREMENTS:

A)“CONTRACTOR SHALL OBTAIN A SOIL SAMPLE ON PROJECT SITE AFTER GRADING OPERATIONS HAVE BEEN COMPLETED. SEND SAMPLES TO A CERTIFIED SOIL TESTING LAB TO RECEIVE A DETAILED SOIL ANALYSIS INDICATING

EXACT QUANTITIES OF FERTILIZERS AND SOIL AMENDMENTS REQUIRED TO PREPARE THE SITE SOIL FOR PLANTING OPERATIONS. USE SOIL PREP SPECIFICATIONS TO DETERMINE A BID PRICE FOR SOIL PREP OPERATIONS ONLY. SOIL LAB TEST RESULTS SHALL BE USED FOR PROJECT SOIL PREP OPERATIONS. CONTRACTOR SHALL SUBMIT A COPY OF THE SOIL TESTING LAB REPORT TO THE LANDSCAPE ARCHITECT FOR APPROVAL.”

CITY OF CAMARILLO STANDARD NOTES

CITY OF CAMARILLO
10 E. Figueroa St., Ste. 200
Santa Barbara, CA 93101
p: (805) 963-8283 ● f: (805) 963-8184
XV. GENERAL PLANTING
A. GENERAL

1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF PLANT MATERIAL AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN.

2. CONTRACTOR SHALL COORDINATE PLANTING WITH OTHER SITE IMPROVEMENTS. UNLESS OTHERWISE SPECIFIED, STRUCTURAL IMPROVEMENTS SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING EXISTING SEWER, WATER AND UTILITY LINES ABOVE OR BELOW GRADE THAT MIGHT BE DAMAGED AS A RESULT OF PLANTING OPERATIONS. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE AND FOR REPLACEMENT OF AFOREMENTIONED UTILITIES.

4. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS, AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS.

5. SAMPLES OF FERTILIZERS, SOIL CONDITIONERS, SEED, OR OTHER MATERIALS SHALL BE SUBMITTED TO OWNER FORTY-EIGHT (48) HOURS PRIOR TO INCORPORATION IN THE WORK.

B. SOIL SAMPLING PER MWELO CALIFORNIA'S MODEL WATER EFFICIENT LANDSCAPE ORDINANCE

1. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A SOIL MANAGEMENT REPORT BY SUBMITTING SOIL SAMPLES TO A LABORATORY FOR ANALYSIS AND RECOMMENDATIONS.

2. SOIL MANAGEMENT REPORT SHALL CONFORM TO STATE OF CALIFORNIA'S MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) OR COUNTY MODEL WATER EFFICIENT LANDSCAPE ORDINANCE. WHICHEVER IS MORE STRINGENT.

3. SOIL SAMPLING SHALL BE CONDUCTED IN ACCORDANCE WITH LABORATORY PROTOCOL, INCLUDING PROTOCOLS REGARDING ADEQUATE QUANTITIES AND LOCATIONS OF SAMPLES, AS WELL AS SAMPLING DEPTH FOR PROPOSED PLANT MATERIAL.

4. THE SOILS ANALYSIS SHALL INCLUDE: SOIL TEXTURE, INFILTRATION RATE, PH, TOTAL SOLUBLE SALTS, SODIUM, PERCENT ORGANIC MATERIAL, AND RECOMMENDATIONS FOR SOILS PREPARATION AND AMENDMENTS.

C. SOILS REPORT RESULTS

1. THE REPORT RESULTS SHALL BE MADE AVAILABLE IN A TIMELY MANNER TO THE OWNER AND LANDSCAPE ARCHITECT TO MAKE ANY NECESSARY ADJUSTMENTS TO THE PLANS.

2. PHYSICAL COPIES OF THE REPORT SHALL BE PROVIDED TO THE CLIENT, LANDSCAPE ARCHITECT, AND LOCAL AGENCY AS REQUIRED WITH THE CERTIFICATE OF COMPLETION.

3. SOIL AMENDMENTS SHALL BE FOLLOWED PER THE REPORT.

4. AS REQUIRED, THE PROJECT APPLICANT SHALL SUBMIT DOCUMENTATION VERIFYING IMPLEMENTATION OF SOIL ANALYSIS REPORT RECOMMENDATIONS TO THE LOCAL AGENCY WITH CERTIFICATE OF COMPLETION.

D. PLANT MATERIAL QUALITY

1. PLANT MATERIAL SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF AGRICULTURE'S REGULATIONS FOR NURSERY INSPECTIONS, RULES AND GRADING. ALL PLANTS SHALL BE OF NO. 1 GRADE AND HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE OF INSECT INFESTATIONS, PLANT DISEASES, SUN SCALDS, FRESH BARK ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS. ALL

PLANTS SHALL HAVE A NORMAL, WELL-DEVELOPED BRANCH SYSTEM AND VIGOROUS AND FIBROUS ROOT SYSTEM WHICH IS NOT ROOT BOUND AND IS FREE OF KINKED OR GIRDLING ROOTS.

2. NURSERY GROWTH STOCK SHALL BE SELECTED FROM HIGH QUALITY, WELL-SHAPED STOCK, GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE PROJECT LOCALE. MINIMUM ACCEPTABLE SIZE OF PLANTS AS INDICATED IN THE DRAWINGS SHALL CORRESPOND WITH THAT NORMALLY EXPECTED FOR THE SPECIES AND VARIETY OF COMMERCIALLY AVAILABLE NURSERY STOCK.

3. WHERE APPLICABLE, CALIPER SHALL BE THE DIAMETER OF THE TRUNK ONE FOOT (1') ABOVE THE GROUND SURFACE.

4. OVERSIZE PLANTS MAY BE USED IF NOT ROOT BOUND, BUT SHALL NOT INCREASE THE CONTRACT PRICE. UP TO TEN PERCENT (10%) OF UNDERSIZED PLANTS IN ANY ONE (1) VARIETY AND GRADE MAY BE USED, PROVIDED THEY ARE LARGER THAN THE AVERAGE SIZE OF THE NEXT SMALLEST GRADE.

5. SCIENTIFIC AND COMMON NAMES CONFORM TO CUSTOMARY NURSERY USAGE.

6. TYPES AND SIZES OF PLANT MATERIALS SHALL BE AS INDICATED ON THE DRAWINGS. QUANTITIES SHOWN ARE A GUIDE ONLY, CONTRACTOR SHALL VERIFY QUANTITIES BY PLAN CHECK.

7. THE OWNER RESERVES THE RIGHT TO REFUSE OR REJECT ANY UNSUITABLE PLANT MATERIAL. UNSUITABLE PLANTS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED AT THE CONTRACTOR'S EXPENSE. REPLACEMENT PLANTS SHALL BE THE SAME SPECIES, VARIETY, SIZE AND CONDITIONS AS SPECIFIED.

8. PRUNING OF PLANT MATERIALS SHALL NOT BE DONE PRIOR TO DELIVERY. AFTER PLANTING, PRUNING SHALL BE LIMITED TO THE MINIMUM NECESSARY TO REMOVE INJURED TWIGS AND BRANCHES, DEAD WOOD AND SUCKERS.

9. PLANT MATERIAL IS SUBJECT TO SUBSTITUTION BASED UPON AVAILABILITY. SUBSTITUTED MATERIAL SHALL BE APPROVED IN WRITING IN ADVANCE BY THE OWNER.

E. FERTILIZERS

1. FERTILIZERS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF THE STATE AGRICULTURAL CODE AND SHALL BE PACKAGED, FIRST GRADE, COMMERCIAL QUALITY PRODUCTS IDENTIFIED AS TO SOURCE, TYPE OF MATERIAL, WEIGHT AND MANUFACTURER'S GUARANTEED ANALYSIS.

FERTILIZERS SHALL NOT CONTAIN TOXIC INGREDIENTS IN QUANTITIES HARMFUL TO HUMAN, ANIMAL, OR PLANT LIFE. WHEN REQUESTED,

CONTRACTOR SHALL FURNISH THE OWNER WITH CERTIFICATE OF COMPLIANCE STATING THAT THE MATERIAL SUBSTANTIALLY MEETS THE SPECIFICATIONS.

2. COMMERCIAL FERTILIZER SHALL BE A PELLETED, BEADED, OR GRANULAR PRODUCT HAVING THE CHEMICAL ANALYSIS SPECIFIED HEREIN AND SHALL BE FREE-FLOWING MATERIAL DELIVERED IN ORIGINAL UNOPENED CONTAINERS. USE OF MATERIAL WHICH BECOMES CAKED OR OTHERWISE DAMAGED SHALL NOT BE PERMITTED.

3. ORGANIC BASE FERTILIZER SHALL BE COMPRISED OF DECOMPOSED ANIMAL, FISH AND VEGETABLE MATTER WITH HUMIC ACIDS AND A BACTERIAL STIMULANT, MANUFACTURED AS GRO-POWER BY SOUTHERN CALIFORNIA ORGANIC FERTILIZER CO., GLENDALE, CALIFORNIA, OR APPROVED EQUAL.

F. AMENDMENTS - TYPICAL PLANTING AREAS

1. FOLLOW THE PRESCRIBED AMENDMENTS PER THE SOILS REPORT.

2. AS A BASIC STANDARD, COMPOST, AT A RATE OF A MINIMUM OF 4 CUBIC YARDS PER 1,000 SQUARE FEET SHALL BE INCORPORATED TO A DEPTH OF 6 INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL AS DIRECTED BY THE SOILS FERTILITY LABORATORY ARE EXEMPT FROM ADDING COMPOST AND TILLING.

G. COMPOST

1. COMPOST SHALL BE A WELL DECOMPOSED, STABLE, WEED FREE ORGANIC MATTER SOURCE DERIVED FROM WASTE MATERIALS INCLUDING YARD

DEBRIS, WOOD WASTES OR OTHER ORGANIC MATERIALS NOT INCLUDING MANURE OR BIO-SOLIDS MEETING THE STANDARDS DEVELOPED BY THE US COMPOSTING COUNCIL (USCC). THE PRODUCT SHALL BE CERTIFIED THROUGH THE USCC SEAL OF TESTING ASSURANCE (STA) PROGRAM (A COMPOST TESTING AND INFORMATION DISCLOSURE PROGRAM).

2. COMPOST QUALITY ANALYSIS - SUPPLIER SHALL SUBMIT A COPY OF LAB ANALYSIS PERFORMED BY A LABORATORY THAT IS ENROLLED IN THE US

COMPOSTING COUNCIL'S COMPOST ANALYSIS PROFICIENCY (CAP) PROGRAM AND USING APPROVED TEST METHODS FOR THE EVALUATION OF COMPOSTING AND COMPOST (TMECC).

3. COMPOST CRITICAL CHARACTERISTICS:
a) ORGANIC MATTER CONTENT: 35% - 75% BY DRY WT.
b) CARBON AND NITROGEN RATIO: C:N < 25:1 AND C:N >15:1
c) TOTAL NITROGEN CONTENT 0.9% OR ABOVE PREFERRED.
d) SALINITY: MUST BE REPORTED; < 6.0 MMHOS/CM
e) PH SHALL BE BETWEEN 6.5 AND 8. MAY VARY WITH PLANT SPECIES. f) BULK DENSITY SHALL BE BETWEEN 500 AND 1100 DRY LBS/CUBIC YARD H. MOISTURE CONTENT SHALL BE BETWEEN 30% - 55% OF DRY SOLIDS.TOPSOIL - TYPICAL PLANTING AREAS

1. TOPSOIL SHALL CONSIST OF FERTILE, FRIABLE SOIL OF LOAMY CHARACTER, AND SHALL CONTAIN AN AMOUNT OF ORGANIC MATTER NORMAL TO THE AREA. IT SHALL BE REASONABLY FREE FROM WEEDS, REFUSE, ROOTS, HEAVY OR STIFF CLAY, STONES LARGER THAN ONE INCH (1") IN DIAMETER, STICKS, BRUSH, LITTER AND OTHER DELETERIOUS SUBSTANCES. TOPSOIL MAY BE OBTAINED FROM THE SITE IF APPROVED BY THE OWNER.

2. WHEN REQUIRED, IMPORTED TOPSOIL SHALL BE SUBJECT TO INSPECTION AND TESTING AT THE SOURCE OF SUPPLY PRIOR TO DELIVERY TO THE PROJECT.

I. MATERIAL DELIVERY AND INSPECTION

1. PLANT MATERIAL SHALL BE DELIVERED WITH LEGIBLE IDENTIFICATION LABELS, HANDLED AND STORED ADEQUATELY TO MAINTAIN A HEALTHY CONDITION, PROTECTING THEM FROM DRYING OUT, WINDBURN OR ANY OTHER INJURY.

2. INSPECTION OF PLANT MATERIALS REQUIRED BY OWNER, COUNTY, STATE OR FEDERAL AUTHORITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHEN REQUESTED, CONTRACTOR SHALL FURNISH COPIES OF SUCH PERMITS OR CERTIFICATES TO OWNER.

J. SOIL PREPARATION - TYPICAL PLANTING AREAS

1. AREAS TO RECEIVE "SOIL PREPARATION" INCLUDE TURF, GROUNDCOVER FROM ROOTED CUTTINGS AND NON-SLOPE HYDROSEEDED AREAS.

2. FERTILIZING AND CONDITIONING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT. WASH OFF FERTILIZER FROM PLANT.

3. IF AN AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS, OR APPROVED EQUAL, SHALL BE MECHANICALLY SPREAD AND UNIFORMLY CULTIVATED INTO THE UPPER SIX INCHES (6") PER 1,000 SQUARE FEET OF SOIL BY SUITABLE EQUIPMENT OPERATED AT APPROXIMATELY RIGHT ANGLES IN AT LEAST TWO (2) DIRECTIONS:
3 CY NITROGEN STABILIZED ORGANIC AMENDMENT
125 LBS GRO-POWER PLUS SOIL CONDITIONER/FERTILIZER
30 LBS AGRICULTURAL GYPSUM
RESULTING SOIL SHALL BE CLEAN, IN A FRIABLE CONDITION AND SUITABLE FOR PLANTING.

K. WEED ABATEMENT OPERATIONS

1. THE IRRIGATION SYSTEM AND FINISH GRADE SHALL BE COMPLETED PRIOR TO WEED ABATEMENT OPERATIONS.

2. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM TO KEEP PLANTING AREAS UNIFORMLY MOIST FOR A PERIOD OF THREE (3) WEEKS (21 CONSECUTIVE CALENDAR DAYS). AT THE END OF THE THREE (3) WEEK PERIOD, CONTRACTOR SHALL SPRAY ALL VISIBLE WEEDS WITH A CONTACT HERBICIDE. APPLICATION METHOD SHALL BE AS RECOMMENDED BY MANUFACTURER. AFTER SPRAYING,PLANTING AREAS SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. REMOVE WEEDS FROM SITE.

3. WATER SEVEN (7) ADDITIONAL CONSECUTIVE CALENDAR DAYS FROM THE FIRST APPLICATION, AND APPLY A CONTACT HERBICIDE AS MAY BE NECESSARY. AFTER SECOND SPRAYING, WATER SHALL NOT BE APPLIED FOR AN ADDITIONAL FORTY-EIGHT (48) HOUR PERIOD. APPLICATIONS SHALL CONTINUE AT SEVEN (7) DAY INTERVALS AS DETERMINED BY THE OWNER.

4. CONTRACTOR SHALL APPLY SPRAY CHEMICALS WHEN AIR CURRENTS ARE STILL, PREVENTING DRIFTING ONTO ADJOINING PROPERTY AND PREVENTING ANY TOXIC EXPOSURE TO PERSONS WHETHER OR NOT THEY ARE IN OR NEAR THE PROJECT.

WEEDS AND DEBRIS SHALL BE DISPOSED OF OFF-SITE.

L. BACKFILL - TYPICAL PLANTING AREAS

1. BACKFILL SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT, MACHINE-MIXED AND APPROVED BY THE OWNER PRIOR TO INCORPORATION IN PLANTING PITS.

2. IF A AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS OR APPROVED EQUAL, SHALL BE INCORPORATED:
3 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 16 LBS PER CY OF MIX GRO-POWER PLUS SOIL CONDITIONER/FERTILIZER 1 LB PER CY OF MIX IRON SULFATE
2 LBS PER CY OF MIX AGRICULTURAL GYPSUM
M. BACKFILL - BIORETENTION AREAS, SWALES AND RAIN GARDENS

1. SOIL MEDIUM IN THE AREAS NOTED ABOVE IS TO BE IMPORTED.

2. THE FOLLOWING SOIL MIX SHALL BE USED IN ALL BIOTREATMENT/INFILTRATION AREAS UNLESS OTHERWISE SPECIFIED OR REQUIRED BY THE LOCAL JURISDICTION.

3. SOIL MIX SHALL BE MADE UP OF 65% SAND MEETING ASTM C-33 FOR FINE AGGREGATE 20% SANDY LOAM, AND 15% HIGH QUALITY COMPOST MEETING THE REQUIREMENTS BELOW.

4. COMPOST FOR BIORETENTION SOILS SHALL BE ANALYZED BY AN ACCREDITED LAB USING #200, 1/4 INCH, 1/2 INCH, AND 1 INCH SIEVES ASTM D 422 OR AS APPROVED BY MUNICIPALITY), MEETING THE REQUIREMENTS BELOW.

SIEVE SIZE PERCENT
PASSING (BY WEIGHT) MIN. MAX.

SAND:
3/8" 100 100
NO. 4 90 100
NO. 8 70 100
NO. 16 40 95
NO. 30 15 70
NO. 40 5 55
NO. 100 0 15
NO. 200 0 5
COMPOST:
1" 99 100
1/2" 90 100
1/4" 40 90
NO. 200 2 10

5. THE MATERIALS SHALL BE MECHANICALLY BLENDED USING A HIGH-SPEED SHREDDER APPARATUS AND STORED ON A CLEAN ASPHALT PAD. THE MATERIAL SHALL BE TESTED TO PROVE INFILTRATION RATES GREATER THAN 5 INCHES PER HOUR.

N. MULCH - TYPICAL PLANTING AREAS

1. SHREDDED CEDAR MULCH, BY SIERRA ORGANICS, MALLARD CREEK, OR APPROVED EQUAL.

2. A MINIMUM 3 INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS.

O. MULCH - BIORETENTION AREAS, SWALES AND RAIN GARDENS

1. SHALL BE 3 INCH LAYER OF COMPOST SPECIFIED ABOVE APPLIED ON ALL EXPOSED SOIL SURFACES OF BIO-RETENTION, SWALES AND RAIN GARDEN AREAS.

P. INSTALLATION -SHRUBS, VINES, AND TREES

1. STAKE PLANT LOCATIONS AND SECURE APPROVAL FROM THE OWNER BEFORE EXCAVATING PITS. EXCAVATED PITS SHALL BE AS INDICATED IN THE DETAILS ON THE DRAWINGS. DUST SIDES OF PITS WITH GYPSUM BEFORE BACKFILLING.

2. CONTAINERS SHALL BE OPENED AND REMOVED SUCH THAT THE ROOTBALL IS NOT INJURED.

3. WATER ALL PLANTING AREAS THOROUGHLY AFTER INSTALLATION OF PLANT MATERIALS. ADDITIONAL BACKFILL SHALL BE ADDED TO FILL VOIDS CAUSED BY WATER SETTLEMENT.

4. TREES SHALL BE STAKED AT TIME OF PLANTING AS INDICATED IN THE DETAILS ON THE DRAWINGS.

5. ALL NURSERY STAKES SHALL BE REMOVED AFTER TREE HAS BEEN PLANTED AND STAKED ACCORDING TO CONSTRUCTION DETAILS.

Q. GUARANTEE

1. CONTRACTOR SHALL GUARANTEE PLANT MATERIAL THROUGH ONE (1) FULL YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK.

2. REPLACEMENT PLANT MATERIAL SHALL BE OF THE SAME SPECIES, VARIETY, & SIZE AS ORIGINALLY PLANTED AND SHALL BE GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF RE-PLANTING.

COST INCURRED DUE TO REPLACEMENT OF DEAD OR DYING PLANT MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

R. NOT USED
S. NOT USED
T. NOT USED
XVI. POST-INSTALLATION MAINTENANCE PERIOD
A. GENERAL

1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE POST-INSTALLATION

MAINTENANCE PERIOD, AS SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO, ADEQUATE WATERING OF PLANT MATERIAL, REPLACING UNSUITABLE PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS.

2. CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL ACCEPTANCE OF THE WORK. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DURING POST-INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

3. UNLESS STIPULATED OTHERWISE BY THE OWNER, THE POST-INSTALLATION MAINTENANCE PERIOD SHALL CONSIST OF A MINIMUM OF NINETY (90) CONSECUTIVE CALENDAR DAYS.

4. POST-INSTALLATION MAINTENANCE PERIOD MAY BE EXTENDED BY THE OWNER IF THE PROJECT IS IMPROPERLY MAINTAINED, APPRECIABLE REPLACEMENT IS REQUIRED, OR OTHER CORRECTIVE WORK BECOMES NECESSARY.

B. EXECUTION

1. ALL AREAS INCLUDING, BUT NOT LIMITED TO, TURF, GROUND COVER, AND CONCRETE FLATWORK, SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER AND DEBRIS.

2. SUBSURFACE DRAINS AND CATCH BASIN GRATES SHALL BE KEPT CLEAR OF LEAVES, LITTER AND DEBRIS TO ENSURE UNIMPEDED PASSAGE OF WATER. DRAINLINES SHALL BE PERIODICALLY FLUSHED WITH CLEAR WATER TO AVOID BUILD-UP OF SILT AND DEBRIS.

3. BEFORE WEEDS EXCEED TWO INCHES (2") IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. ALL WEEDS SHALL BE SPOT SPRAYED AND LEFT IN PLACE FOR SEVEN (7) CALENDAR DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) CALENDAR DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE.

4. IF THE OWNER NOTIFIES THE CONTRACTOR OF FAILURE TO CONTROL WEEDS AS SPECIFIED HEREIN, THE CONTRACTOR SHALL KILL

ALL WEEDS
WITHIN TEN (10) CALENDAR DAYS OF SUCH NOTIFICATION. THE POST-INSTALLATION MAINTENANCE PERIOD WILL BE EXTENDED FOR EVERY DAY AFTER THE TEN (10) CALENDAR DAYS UNTIL SUCH WEEDS HAVE BEEN KILLED.

5. CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ELIMINATE RODENTS.

C. IRRIGATION SYSTEM

1. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM AUTOMATICALLY AND SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM.

2. CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS AND SHALL ENSURE FULL AND COMPLETE COVERAGE.

3. COSTS INCURRED DUE TO REPAIR OR REPLACEMENT OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPLACEMENT PARTS SHALL BE IDENTICAL TO THE MATERIAL AND AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN.

D. NOT USED
E. NOT USED
F. GROUND COVER AREAS

1. IF AN AGRICULTURAL SUITABILITY SOILS REPORT IS NOT AVAILABLE, GROUND COVER AREAS SHALL BE FERTILIZED WITH GRO POWER PLUS OR APPROVED EQUAL EVERY SEVENTY (70) CALENDAR DAYS, AT A RATE RECOMMENDED BY THE MANUFACTURER.

G. TREES

1. IF REQUIRED, OR AT THE DIRECTION OF THE OWNER, TREES PLANTED AS PART OF THE CONTRACT SHALL BE PRUNED

OR HEADED BACK, TO ELIMINATE DISEASED OR DAMAGED GROWTH, REDUCE TOPPLING OR WIND DAMAGE,

MAINTAIN GROWTH WITHIN SPACE LIMITATIONS, MAINTAIN NATURAL APPEARANCE, DUE TO VANDALISM, AND TO BALANCE THE CROWN WITH THE ROOT STRUCTURE.

2. STAKING OF TREES SHALL BE CHECKED FREQUENTLY FOR DAMAGE, AND TO PREVENT CHAFFING OR GIRDLING.

COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DUE TO IMPROPER STAKING MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

3. AT THE REQUEST OF THE OWNER, WOUNDS OVER ONE AND ONE-HALF INCH (1-1/2") IN DIAMETER MAY BE SEALED WITH AN APPROVED TREE SEAL.

4. DEAD OR DYING TREES SHALL BE IMMEDIATELY REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATERIAL OF THE SAME SPECIES AND SIZE AND GUARANTEED AS DESCRIBED IN THESE SPECIFICATIONS.

5. CONTRACTOR SHALL EXERCISE PREVENTIVE MEASURES WHEN USING STRINGLINE TRIMMERS NEAR TREE TRUNKS.

COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT OF TREES DUE TO IMPROPER MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

H. SLOPES

1. PRIOR TO ACCEPTANCE OF THE PROJECT AND MAINTENANCE PERIOD, SLOPES SHALL BE ESTABLISHED WITH A UNIFORM 80% COVERAGE, HEALTHY VIGOROUS GROWTH. COSTS INCURRED FOR REPAIR OR REPLACEMENT OF BARE, SPARSE OR DAMAGED AREAS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. SEED FOR REPLACEMENT SHALL BE OF THE SAME TYPE AND QUANTITY RATIO AS SPECIFIED IN THE PLANT LIST ON THE DRAWINGS.

3. IF A SOILS REPORT IS NOT AVAILABLE, SLOPES SHALL BE FERTILIZED WITH TRI-C 6-2-4 OR APPROVED EQUAL EVERY SEVENTY (70) CALENDAR DAYS, AT A RATE RECOMMENDED BY THE MANUFACTURER.

I. FINAL OBSERVATION

1. UPON COMPLETION OF THE POST-INSTALLATION MAINTENANCE PERIOD, CONTRACTOR SHALL REQUEST A FINAL

OBSERVATION AND LETTER OF ACCEPTANCE OF THE WORK PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REQUEST SHALL BE MADE TO THE OWNER, A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO THE DATE FOR INSPECTION.
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
Reference City of Camarillo Minor Change Order
26-09 CUP 400 included with this drawing set.

Reference AS103

EXISTING MAJOR CONTOUR

RIGHT-OF-WAY

FENCE LINE (FNL)

SAWCUT LINE

EXISTING MINOR CONTOUR

CENTER LINE

LOT LINE

EASEMENT LINE

STORM DRAIN HEADWALL
CMU RETAINING WALL, 3' MAX HEIGHT RETAINED, OVERALL HEIGHT PER PLANS

CONCRETE

FIRE HYDRANT (FH)
EX. SANITARY SEWER
EX. STORM DRAIN

X X X FENCE LINE

SLOPE DIRECTION AND GRADE

INSTALL CENTERLINE MONUMENT

WATER MAIN (W)

INSTALL WATER VALVE
EX. POWER POLE
EX. OVERHEAD POWER LINE
EX. BRUSH

MAJOR CONTOUR

MINOR CONTOUR

BLOW-OFF ASSEMBLY

DRAIN INLET
SDMH
SSMH

SEWER BACKWATER VALVE

DRY UTILITIES (PHONE, POWER, CABLE)
INSTALL STREET LIGHT PER CITY STD, 8' ARM LENGTH (U.N.O.) / EMBEDDED STEEL POLE/TYPE 2 LUMINAIRE U.N.O. STREET LIGHT CIRCUITRY PER CITY OF STD (4 LIGHTS MAX PER 30 AMP FUSE)

1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY PUBLIC WORKS DEPARTMENT. THE CITY ENGINEER SHALL BE NOTIFIED AT LEAST TWENTY-FOUR HOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY ENGINEER WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK.

2. A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THE OWNER/DEVELOPER OR CONTRACTOR AND SHALL INCLUDE PERTINENT CITY STAFF. AS A MINIMUM, THE ASSIGNED BUILDING INSPECTOR, PUBLIC WORKS INSPECTOR, ENVIRONMENTAL SERVICES MANAGER, AND

PLANNER SHALL BE INCLUDED IN THIS MEETING TO DISCUSS THE LIMIT OF PUBLIC AND PRIVATE IMPROVEMENTS AND THE CORRESPONDING INSPECTION RESPONSIBILITIES.

3. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE MOST CURRENT CITY OF CAMARILLO STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.

4. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEERING REPORT PREPARED BY:

EARTH SYSTEMS.

5. RECORD PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE RECORD PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE.

6. A GRADING PERMIT IS REQUIRED PRIOR TO GRADING AS WELL AS A BUILDING PERMIT AND ROUGH GRADE CERTIFICATION PRIOR TO THE START OF BUILDING CONSTRUCTION.

7. FOR ANY PUBLIC IMPROVEMENT TO BE MAINTAINED BY THE CITY, IF ENVIRONMENTAL PERMITS FROM THE U.S. ARMY CORPS OF ENGINEERS,

THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD/STATE, OR THE CALIFORNIA DEPARTMENT OF FISH & GAME ARE REQUIRED,

THE DEVELOPER SHALL EITHER SUBMIT A COPY OF ALL SUCH COMPLETED PERMITS TO THE CITY DEPARTMENT OF PUBLIC WORKS OR DOCUMENT THAT THE REGULATORY AGENCIES DETERMINED THAT SAID PERMIT IS NOT REQUIRED; PRIOR TO TO ACCEPTANCE OF THE COMPLETED IMPROVEMENTS FOR CITY MAINTENANCE AND RELEASE OF IMPROVEMENT SECURITY. ANY MITIGATION MONITORING REQUIRED BY SAID PERMIT WILL REMAIN THE RESPONSIBILITY OF THE DEVELOPER.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO START OF CONSTRUCTION. EXISTING UTILITIES AND IMPROVEMENTS SHOWN ON THE CONSTRUCTION PLANS ARE FROM RECORD SOURCES AND WERE SHOWN FOR DESIGN PURPOSES ONLY.

9. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION BY THE CONTRACTOR.

10. CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT 811 A MINIMUM OF FORTY-EIGHT WORKING HOURS PRIOR TO THE START OF CONSTRUCTION. FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO TEN WORKING DAYS.

11. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION. ALL UTILITIES THAT ARE NOT A MEMBER OF USA MUST ALSO BE NOTED.

12. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITY RIGHT-OF-WAY. WORK REQUIRING AN

ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB,

GUTTER, AND SIDEWALK, DRIVEWAY APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY. ALL WORK

LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE CITY UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATIONS.

13. CONTACT PUBLIC WORKS INSPECTION AT 909-769-6683 WITH AT LEAST A 48 HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTIONS OR FINAL INSPECTIONS.

14. THE CONTRACTOR SHALL PROVIDE A LEGIBLE AND COMPLETE SET OF PLANS IDENTIFYING ALL MODIFICATIONS MADE DURING CONSTRUCTION TO THE DESIGN ENGINEER FOR THE RECORD DRAWINGS.

15. ANY PROPOSED DEVIATIONS FROM THE PLANS MUST BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL, INCLUDING FIELD REVISIONS REQUESTED BY THE CITY INSPECTOR. CHANGES TO THE PLANS MUST BE SUBMITTED BY THE DEVELOPER'S DESIGN ENGINEER AS CHANGE ORDERS TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.

16. THE DESIGN OF THE SURFACE IMPROVEMENTS IS BASED ON THE CITY'S RECORD INFORMATION (SURVEYS AND DRAWINGS). IMMEDIATELY

AFTER THE CONSTRUCTION CONTRACT IS AWARDED, THE CONTRACTOR SHALL VERIFY THE RELATIVE ELEVATIONS AS SPECIFIED ON THESE PLANS AND NOTIFY THE DESIGN ENGINEER. THE CONSTRUCTION DRAWINGS ELEVATIONS WILL THEN BE MODIFIED ACCORDINGLY, AND A REVISED SET FURNISHED TO THE CONTRACTOR. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY REQUIRED REWORK IF CONSTRUCTION BEGINS WITHOUT VERIFYING THE SPECIFIED ELEVATIONS AND NOTIFYING THE DESIGN ENGINEER.

17. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYORS ACT AT THE CONTRACTOR'S EXPENSE.

18. ALL PROPERTY CORNER MONUMENTS SHALL BE IN PLACE AND IDENTIFIED AT THE TIME OF THE FOUNDATION INSPECTION REQUEST.

19. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT AND OBTAIN APPROVAL OF A PEDESTRIAN PROTECTION PLAN IN CONFORMANCE WITH THE CALIFORNIA BUILDING CODE.

20. CONTRACTOR TO SHALL PREVENT SOIL FROM WASHING ONTO THE SIDEWALK BY EITHER INSTALLING A HEADER BOARD, WALL, BERM, OR PROVIDING A TWO FOOT WIDE LEVEL AREA.

21. A COMPACTION REPORT SHALL BE PROVIDED BY A SOILS ENGINEER STATING THAT THE BASE AND SUBGRADE WERE PREPARED IN ACCORDANCE WITH THE PROJECT SOILS REPORT OR THE CITY PARKING AND DRIVEWAY STANDARDS. 95% MINIMUM COMPACTION.

22. IF DE-WATERING IS REQUIRED, A LOW THREAT DISCHARGE PERMIT FROM CITY ENVIRONMENTAL COMPLIANCE MAY BE REQUIRED.

23. CONTRACTOR SHALL PROVIDE A TRAFFIC AND PEDESTRIAN CONTROL PLAN THAT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.

24. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY DEPARTMENT OF PUBLIC WORKS MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE UNFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER'S ENGINEER.

CHANGES TO THE PLANS MUST BE SUBMITTED BY THE DEVELOPER'S DESIGN ENGINEER AS CHANGE ORDERS TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.

25. HYDROSEEDING SHALL BE PLACED ON ALL DISTURBED SURFACES OTHER THAN PAVED OR GRAVEL SURFACES, PRIOR TO FINAL INSPECTION. SEED MIX SHALL BE SPECIFIED BY CITY BIOLOGIST.

26. TEMPORARY EROSION CONTROL DEVICES SHALL BE ON SITE DURING CONSTRUCTION ACTIVITY TO BE IMPLEMENTED PRIOR TO A PREDICTED RAIN EVENT OF 50% PROBABILITY OR GREATER.

27. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED

TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR

28. ALL STORM WATER EROSION CONTROL AND SEDIMENT CONTROL DEVICES / MEASURES (I.E. BMPS) SHALL BE IN PLACE THROUGHOUT THE YEAR DURING GROUND DISTURBING ACTIVITIES.

29. DIGITAL DRAWINGS OF HORIZONTAL CONTROL PROVIDED TO SURVEY FOR PURPOSE OF CONSTRUCTION.

1. ALL GRADING SHALL BE IN CONFORMANCE WITH THE CITY OF CAMARILLO GRADING ORDINANCES, THE STANDARDS AND

REQUIREMENTS PERTAINING THERETO, THIS PLAN, AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS ENGINEER.

2. DUST CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH CITY GRADING ORDINANCE AND COUNTY APCD REQUIREMENTS.

3. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF PUBLIC AND PRIVATE

PROPERTY ADJACENT TO THE JOB SITE AND THAT HE/SHE SHALL AT HIS/HER EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION

ALL EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE WHICH ARE DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF HIS/HER OPERATIONS.

4. NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (2:1). UNLESS OTHERWISE APPROVED BY THE SOILS ENGINEER.

5. MINIMUM DRAINAGE GRADIENT OF 5% IS REQUIRED FOR A MINIMUM OF 10' AWAY FROM THE BUILDING PAD/FOUNDATION IN ACCORDANCE WITH THE BUILDING CODES FOR LANDSCAPED AREAS ADJACENT TO BUILDINGS (SEE CBC SECTION 1804.3).

6. ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALL HAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINAL INSPECTION.

7. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO PLACING THE MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL.

8. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL.GRADING AND COMPACTIONS REQUIREMENTS SHOULD BE AS PER THE RECOMMENDATIONS OF THE SOILS ENGINEER REPORT AND/OR CITY OF CAMARILLO STANDARDS.

9. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% INTHE ZONE BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO 90% RELATIVE COMPACTION.

10. FINAL REPORTS SHALL BE REQUIRED IN ACCORDANCE WITH CHAPTER 18 OF THE CBC.

11. DURING CONSTRUCTION/GROUND DISTURBING ACTIVITIES, THE APPLICANT SHALL IMPLEMENT THE FOLLOWING PARTICULATE (DUST) CONTROL MEASURES, THESE MEASURES SHALL BE SHOWN ON THE GRADING AND BUILDING PLANS. IN ADDITION, THE CONTRACTOR

OR BUILDER SHALL DESIGNATE A PERSON OR PERSONS TO MONITOR THE DUST CONTROL PROGRAM AND TO ORDER INCREASED WATERING AS NECESSARY, TO PREVENT TRANSPORT OF DUST OFF SITE. THEIR DUTIES SHALL INCLUDE HOLIDAY AND WEEKEND PERIODS WHEN WORK MAY NOT BE IN PROGRESS. THE NAME AND TELEPHONE NUMBER OF SUCH PERSONS SHALL BE PROVIDED TO THE APCD PRIOR TO COMMENCEMENT OF CONSTRUCTION.

A. USE OF WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITIES TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE.

INCREASED WATERING FREQUENCY WOULD BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15 MPH. RECLAIMED (NON POTABLE) WATER SHALL BE USED WHENEVER POSSIBLE.

12. CONSISTENT WITH THE ARCHAEOLOGICAL PRESERVATION PROGRAM GUIDELINES, A QUALIFIED ARCHAEOLOGIST SITE MONITOR SHALL BE PRESENT DURING SITE DISTURBANCE ACTIVITIES ASSOCIATED WITH THE CONSTRUCTION PROJECT. IF EXCAVATIONS ENCOUNTER

SIGNIFICANT PALEONTOLOGICAL RESOURCES, ARCHAEOLOGICAL RESOURCES OR CULTURAL MATERIALS, THEN CONSTRUCTION

ACTIVITIES WHICH MAY AFFECT THEM SHALL CEASE UNTIL THE EXTENT OF THE RESOURCE IS DETERMINED AND APPROPRIATE PROTECTIVE MEASURES ARE APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR. THE COMMUNITY DEVELOPMENT DIRECTOR SHALL BE

NOTIFIED OF THE EXTENT AND LOCATION OF DISCOVERED MATERIALS SO THAT THEY MAY BE RECORDED BY A QUALIFIED ARCHAEOLOGIST. IF PRE-HISTORIC NATIVE AMERICAN ARTIFACTS ARE ENCOUNTERED, A NATIVE AMERICAN MONITOR SHOULD BE CALLED IN TO WORK WITH THE ARCHAEOLOGIST TO DOCUMENT AND REMOVE THE ITEMS. DISPOSITIONS OF ARTIFACTS SHALL COMPLY WITH STATE AND FEDERAL LAWS.

13. ALL DISTURBED SURFACES SLOPED FOUR HORIZONTAL TO ONE VERTICAL (4:1) AND GREATER AND AREAS USED TO CONVEY

CONCENTRATED DRAINAGE SHALL BE PREPARED AND MAINTAINED TO CONTROL EROSION BY EFFECTIVE PLANTING TO BE COMPLETED NO LATER THAN 30 DAYS PRIOR TO A REQUEST FOR FINAL INSPECTION APPROVALS.

14. ALL ACTIVITIES ASSOCIATED WITH CONSTRUCTION AND OPERATION FOR THE SUBDIVISION MAP SHALL COMPLY AT ALL TIMES WITH ALL CURRENT APCD RULES AND REGULATIONS AS APPLICABLE, INCLUDING BUT NOT LIMITED TO PM-10, NOx EMISSIONS, BEST AVAILABLE CONTROL TECHNOLOGIES, CONSTRUCTION ACTIVITY MANAGEMENT PLANS, AND PHASING TECHNIQUES.

15. A FIRE DEPARTMENT PERMIT IS REQUIRED IF FUEL IS STORED ON-SITE.

16. TRACKING ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE MINIMIZED. THE ADJOINING STREET AND SIDEWALK SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD, AND CONSTRUCTION. DEBRIS AT THE END OF EACH WORKING DAY.

1. THIS DEMOLITION PLAN WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT AND THE ENGINEER DO NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND DETERMINE WHAT MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

2. DEMOLITION WORK AND ABANDONMENT SHALL CONFORM TO THE LATEST VERSION OF THE UNIFORM BUILDING CODE, TITLE 24, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OF RECORD.

3. NO DEMOLITION SHALL BE STARTED WITHOUT APPROVED PLANS. THE OWNER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING DEMOLITION.

4. THE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS AS REPRESENTED ON THESE PLANS UNLESS OTHERWISE NOTED.

5. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION TO ITS ORIGINAL CONDITION OR TO THE SATISFACTION OF THE CITY.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STORAGE OF ANY ITEMS TO BE RELOCATED.

7. ALL ITEMS ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL SALVAGE ANY ITEMS AT THE REQUEST OF THE OWNER.

8. ALL DEBRIS FROM THE DEMOLITION PROCESS SHALL BE REMOVED FROM THE SITE TO AN APPROVED DUMP AT THE CONTRACTOR'S EXPENSE UNLESS OTHERWISE NOTED.

9. ALL HAZARDOUS MATERIALS SHALL BE REMOVED PRIOR TO ANY DEMOLITION OR ACTIVITY WHICH WOULD DISTURB THAT MATERIAL BY A LICENSED ABATEMENT CONTRACTOR.

10. ALL STREETS, ALLEYS, VEHICULAR WAYS, SIDEWALKS, AND HAUL ROUTES SHALL BE KEPT CLEAN AND CLEAR OF DEBRIS, DIRT AND DUST IN A MANNER ACCEPTABLE TO THE CITY. AT A MINIMUM, THESE AREAS SHALL BE CLEANED AT THE END OF EACH WORK DAY. FAILURE TO DO SO WILL RESULT IN A "STOP WORK" NOTICE. SAID NOTICE WILL NOT BE RELEASED UNTIL THE AREA HAS BEEN ADEQUATELY CLEANED. THE FLUSHING OF DIRT OR DEBRIS INTO STORM DRAIN OR SANITARY SEWER FACILITIES SHALL NOT BE PERMITTED.

11. ALL ABANDONED UTILITIES SHALL BE MARKED IN THE FIELD AND LOCATED ON THE DRAWINGS OF RECORD BY THE

CONTRACTOR WHICH WILL BE SUPPLIED TO BOTH THE ENGINEER OF RECORD AND THE OWNER AT THE CONCLUSION OF THE DEMOLITION WORK.

12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. EXISTING UTILITIES AND IMPROVEMENTS SHOWN ON THESE PLANS ARE FROM RECORD SOURCES AND SPOT CHECKS. UTILITIES ARE SHOWN FOR DESIGN PURPOSES ONLY.

13. THE CONTRACTOR SHALL ONLY REMOVE THOSE UNDERGROUND FACILITIES SPECIFICALLY NOTED FOR REMOVAL. DAMAGE TO EXISTING FACILITIES TO REMAIN SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.

14. THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO THE START OF CONSTRUCTION.

15. CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT 811 A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO 10 WORKING DAYS.

16. CONTRACTOR SHALL NOT INTERRUPT ANY SERVICES OR DISRUPT THE OPERATION OF ADJACENT BUSINESSES, RESIDENTIAL AREAS OR ONSITE FACILITIES OUTSIDE THE LIMITS OF DEMOLITION.

17. CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FOR WORK WITHIN THE CITY RIGHT OF WAY FROM THE CITY PRIOR TO THE START OF WORK.

18. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR WORK WITHIN THE CITY RIGHT OF WAY FROM THE CITY PRIOR TO THE START OF WORK.

19. CONTRACTOR TO REMOVE AND DISPOSE OF ALL WOOD, CONCRETE, A.C. PAVING, AGGREGATE BASE, AND VEGETATION AS SHOWN UNLESS OTHERWISE NOTED ON THE PLANS.

20. REMOVE TREES, TOGETHER WITH THE BULK OF THE ROOTS, TO A MINIMUM DEPTH OF 4 FEET BELOW EXISTING GRADE AND WITHIN A RADIUS OF 7 FEET BEYOND THE PERIMETER OF THE TRUNK AT GROUND LINE.

21. FILL AND COMPACT HOLES RESULTING FROM TREES AND TREE STUMP REMOVAL TO REQUIRED DENSITY. FILLING SHALL NOT BE DONE UNTIL HOLES HAVE BEEN APPROVED BY THE OWNER'S REPRESENTATIVE.

22. DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE CITY OF CAMARILLO.

23. CONTRACTOR TO DISPOSE OF ALL MATERIALS PER CONSTRUCTION AND DEMOLITION RECYCLING PLAN FOR THIS PROJECT.

24. PROTECT EXISTING FACILITIES OUTSIDE THE LIMITS OF DEMOLITION UNLESS OTHERWISE NOTED.

25. TREE REMOVALS MAY REQUIRE APPROVAL BY THE CITY ARBORIST. CONTACT THE CITY ARBORIST TO REVIEW ANY PROPOSAL FOR TREE REMOVALS AND TO INITIATE AN APPLICATION FOR A TREE REMOVAL PERMIT IF APPLICABLE.

26. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.

UTILITY NOTES

GENERAL NOTES GRADING NOTES

DEMOLITION NOTES

1. UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND TO NOTIFY UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY.

PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE TO VERIFY ALL EXISTING UTILITY POINTS OF CONNECTION AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IF ANY DISCREPANCIES EXIST BETWEEN THE PLANS AND FIELD CONDITIONS PERTAINING TO MATERIALS, ELEVATIONS, LOCATIONS, ETC., PRIOR TO CONTINUING WORK.

2. THE ENGINEERED DRY UTILITY PLANS WILL BE A DEFERRED SUBMITTAL ITEM. THE ENGINEERED DRY UTILITY PLANS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD TO REVIEW FOR CONFORMANCE WITH THE APPROVED PLANS. THE DEFERRED SUBMITTAL ITEMS SHALL BE FORWARDED TO THE CITY FOR REVIEW PRIOR TO COMMENCING ANY ON-SITE OF OFF-SITE UTILITY CONSTRUCTION.

3. ALL WATER VALVES THAT ARE DEEPER THAN 4' SHALL BE A EQUIPPED WITH A STEEL VALVE STEM EXTENSION THAT WILL ALLOW VALVE OPERATION WITH STANDARD LENGTH VALVE KEY. VALVE OPERATING NUTS SHALL BE BETWEEN 2' TO 4' BELOW GRADE. THE STEEL VALVE STEM EXTENSION SHALL BE STEEL ONLY BY PIPE LINE PRODUCTS OR APPROVED EQUAL.

4. THE DRY UTILITY SERVICE LINES AND BOXES SHOWN IN THESE PLANS ARE SCHEMATIC AND BASED ON PROVIDED PLANS FROM THE UTILITY PROVIDER. THE CONTRACTOR IS REQUIRED TO OBTAIN THE FINAL PLANS FROM THE UTILITY PROVIDER AND VERIFY THE FINAL ALIGNMENT PER THEIR APPROVED PLANS PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ROUTING THE SERVICE WIRE THROUGH THE CONDUIT RUNS TO PROVIDE SERVICE TO THE SHOWN EQUIPMENT.

INSTALL GATE VALVE PER CITY STD WITH THRUST BLOCK; VALVES SHOWN ON NORTH AND WEST LEGS — SEE PLAN VIEW FOR ACTUAL LOCATIONS
LEGEND

RECYCLED WATER MAIN

INSTALL SIGN-MOUNTED

STORM DRAIN LINE

SEWER LINE

SEWER FORCE MAIN LINE

TRUNCATED DOMES PER CALTRANS
STD PLAN A88A
SD CATCH BASIN; WIDTH PER PLAN

ABBREVIATIONS

AC ASPHALT

AP ANGLE POINT

BCR BEGIN CURVE

BW BACK OF WALK

CB CATCH BASIN

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

DIP DUCTILE IRON PIPE

EX EXISTING

EL ELEVATION

FG FINISHED GRADE

FL FLOWLINE

FS FINISHED SURFACE

FP FINISHED PAD

IPS IRON PIPE SIZE

JT JOINT TRENTH

PL PROPERTY LINE

PCL PARCEL

PCC PORLAND CEMENT CONCRETE

POC POINT ON CURVE

PRC POINT OF REVERSE CURVE

ROW RIGHT OF WAY

RW RECYCLED WATER

SD STORM DRAIN

SFM SEWER FORCE MAIN

SL STREET LIGHT SERVICE LATERAL

SS SANITARY SEWER

TBM TEMPORARY BENCHMARK

TC TOP OF CURB

TF TOP OF FOOTING

TG TOP OF GRATE

TYP TYPICAL

TRW TOP OF RETAINING WALL

TW TOP OF WALL

UNO UNLESS NOTED OTHERWISE

WSE WATER SURFACE ELEVATION

FS LAT FIRE SERVICE LATERAL

W WATER

SDI STORM DRAIN INLET

FLCP FIBER LINED CONCRETE PIPE
INSTALL 2" WATER LATERAL PER CITY STD MANIFOLD PER CITY STD AND 1" METER & 1" SERVICE PER CITY STD (UP TO FOUR SERVICES) X X
315
315
SD
W
SD
SS
SS
OH
SFM
RW
INSTALL 17" x 30" TRAFFIC RATED PULL BOX PER

CITY OF CAMARILLO STANDARD
2:1

CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\General Notes.dwg, C-1.1, Jan 09, 2026 11:34am, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794 ● rrmdesign.com

ARNIELL ROAD
ALLEY
APN: 162-0-012-350
APN: 162-0-012-280 APN: 162-0-012-210
APN: 162-0-012-290
APN: 162-0-012-300
APN: 162-0-012-310
APN: 162-0-012-325
G

STREET CENTERLINE
N89°57'25"E 56.77'
N0°02'35"W 25.09'
N89°57'25"E 133.53'
N89°57'25"E 133.53'
N89°57'25"E 76.77'

OH OH OH OH OH
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169
169
169

EXISTING CURB AND GUTTER

AND SIDEWALK

EXISTING CURB AND GUTTER

AND SIDEWALK

REMOVE EXISTING DRIVEWAY

EXISTING DRIVEWAY TO BE REMOVED

REMOVE EXISTING TREE

EX EDISON POWER POLE TO BE
REROUTED; SEE ELECTRICAL PLANS

FOR FINAL CONFIGURATION

REMOVE EXISTING TREE

REMOVE AND REPLACE EXISTING SIDEWALK

REMOVE AND REPLACE EXISTING SIDEWALK

REMOVE AND REPLACE EXISTING SIDEWALK

REMOVE AND REPLACE EXISTING SIDEWALK

REMOVE EX CONCRETE STEPS

REMOVE EX CONCRETE SLAB

REMOVE EX CURB

REMOVE EX CONCRETE STEPS

REMOVE EX CURB

REMOVE EX CURB

PROTECT IN PLACE EX

CONCRETE SWALE

PROTECT IN PLACE EX BLOCK WALL W/ WOOD FENCE

REMOVE EX CURB

REMOVE EX BROKEN CONCRETE AREA
REMOVE TEMP. CHAIN LINK FENCE (TYP)

REMOVE EX CURB

PROTECT IN PLACE EX

ELECTRICAL MANHOLE
EX 1" WATER LATERAL
TO BE DISCONNECTED;

EX SERVICE LINE TO BE

CUT AND
ABANDONED 2'

BELOW GRADE AT

METER BOX

REMOVE EXISTING CHAIN LINK FENCE

EX SADDLE TO BE INSPECTED

BY WATER DIVISION AND

REPLACED IF DETERIORATED
OR INADEQUATE; INSTALL A

SOLID BRASS PLUG IN THE
SADDLE; CAP EX SERVICE LINE

TO PREVENT WATER FLOW

EX WATER SEVICE METER TO BE

ABANDONED, REMOVED, AND
RETURNED TO THE CITY; CAP END

OF ABANDONED LINE

EX WATER SEVICE METER TO BE

ABANDONED, REMOVED, AND
RETURNED TO THE CITY; CAP

END OF ABANDONED LINE

EX WATER SEVICE METER TO BE

ABANDONED, REMOVED, AND
RETURNED TO THE CITY; CAP END

OF ABANDONED LINE EX WATER SEVICE METER TO BE

ABANDONED, REMOVED, AND
RETURNED TO THE CITY; CAP

END OF ABANDONED LINE

EX WATER SEVICE METER TO BE

ABANDONED, REMOVED, AND
RETURNED TO THE CITY; CAP

END OF ABANDONED LINE

EX EDISON POWER POLE TO

REMAIN IN PLACE AND
REROUTED; SEE ELECTRICAL

PLANS FOR FINAL

CONFIGURATION
EX 1" WATER LATERAL TO BE
DISCONNECTED; EX SERVICE

LINE TO BE CUT AND
ABANDONED 2' BELOW

GRADE AT METER BOX

EX SADDLE TO BE INSPECTED

BY WATER DIVISION AND

REPLACED IF DETERIORATED
OR INADEQUATE; INSTALL A

SOLID BRASS PLUG IN THE
SADDLE; CAP EX SERVICE LINE

TO PREVENT WATER FLOW
EX 1" WATER LATERAL
TO BE DISCONNECTED;

EX SERVICE LINE TO BE

CUT AND
ABANDONED 2'

BELOW GRADE AT

METER BOX

EX SADDLE TO BE INSPECTED

BY WATER DIVISION AND

REPLACED IF DETERIORATED
OR INADEQUATE; INSTALL A

SOLID BRASS PLUG IN THE
SADDLE; CAP EX SERVICE LINE

TO PREVENT WATER FLOW
EX 1" WATER LATERAL TO BE
DISCONNECTED; EX SERVICE

LINE TO BE CUT AND
ABANDONED 2' BELOW

GRADE AT METER BOX

EX SADDLE TO BE INSPECTED

BY WATER DIVISION AND

REPLACED IF DETERIORATED
OR INADEQUATE; INSTALL A

SOLID BRASS PLUG IN THE
SADDLE; CAP EX SERVICE LINE

TO PREVENT WATER FLOW
EX 1" WATER LATERAL
TO BE DISCONNECTED;

EX SERVICE LINE TO BE

CUT AND
ABANDONED 2'

BELOW GRADE AT

METER BOX

EX SADDLE TO BE INSPECTED

BY WATER DIVISION AND

REPLACED IF DETERIORATED
OR INADEQUATE; INSTALL A

SOLID BRASS PLUG IN THE
SADDLE; CAP EX SERVICE LINE

TO PREVENT WATER FLOW
N89°57'37"E 133.54'
N89°57'25"E 133.53'

EX SEWER LATERAL TO BE

DISCONNECTED AND
ABANDONED; PIPE TO BE

REMOVED AND PROPERLY

DISPOSED OF

EX SEWER LATERAL TO BE

DISCONNECTED AND
ABANDONED; PIPE TO BE

REMOVED AND PROPERLY

DISPOSED OF

EX SEWER LATERAL TO BE

DISCONNECTED AND
ABANDONED; PIPE TO BE

REMOVED AND PROPERLY

DISPOSED OF
NOTES

1. THE PROJECT GEOTECHNICAL REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.

2. SHUT DOWN OF WATER MAIN TO ABANDON EXISTING SERVICES WILL BE COORDINATED WITH WATER DIVISION AND REQUIRES A 2-WEEK ADVANCED NOTICE. ABANDONMENT TO BE COMPLETED DURING NIGHTTIME HOURS AND AFTER LOCAL BUSINESS HOURS.

3. SEE PLAN NUMBERS C-1.1 FOR DEMOLITION NOTES.

4. SEE PLAN NUMBERS C-6.1 & C-6.2 AND SWPCP (SEPARATE DOCUMENT) FOR BMPS TO BE APPLIED DURING DEMOLITION ACTIVITY.

LEGEND
SS
G
EXISTING 12" SEWER MAIN (APPROXIMATE)

EXISTING GAS MAIN (APPROXIMATE)
W EXISTING 10" WATER MAIN (APPROXIMATE)

PROPERTY LINE
0 10 20 30 feet
SCALE: 1"=10'
5 CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Existing Conditions.dwg, C-2.1, Jan 09, 2026 11:34am, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794 ● rrmdesign.com

RIGHT-OF-WAY LINE

OH OH OH OH OH
> > > > > > > > > > > > > > > > >
> >
SD
>
> > > > > > > > > > > > >
SD

FW FW FW
> > > > >
> > >
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD
JT
W

IR IR IR IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

SS SS SS SS SS
APN: 162-0-012-350
APN: 162-0-012-325
W
W
W
W
W
///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SS SS
SS SS
SS SS
FW FW
W

IR IR IR
SS SS
W
W
W
W
W
SS SS
SS SS
SS SS
1 1
3 2
3 2
2 2
2 2
3 3
48 3
4 4
4 4
4 4
4 4
4 4
26 26
27 28
28 28
8 8
8 8
9 9
11 11 11
12 16
13 15
15 13
39 39
14 14
14 14
15 2
2 5
5 17
17 17
17 17
17 19
20 21
21 24
18 18
18 48
22 25
7 14
17 18
20 20 20
17 17 17
17 17
17 15
17 2
2 2
48 18
14 17
17 17
17 17
17 17 17
17 17
18 18
18 18
18 14
14 14
14 14
10 34
34 30
30 30
31 17
17 17
17 32 32
32 32 32
32 32
32 32
32 35
33 35
33 11
36 36 11
11 11
11 11
37 17
38 40
40 40
40 40
42 42 42
40 41
41 19
17 29
29 29
45 44
23 14
14 14
14 14
43 43
45 45
45 45
45 45
45 46 46
46 14
18 17
17 18
14 17
17 17
17 17
47 47
9 6
6 42
42 48
ALLEY

ARNEILL ROAD

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG

NON-RESIDENTIAL BLDG
TYP
TYP

TYP TYP

RESIDENTIAL BLDG RESIDENTIAL BLDG

RESIDENTIAL BLDG
TYP
TYP
PERMEABLE PAVERS #1
PERMEABLE PAVERS #2

CENTERLINE
TYP

W W W W W W W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

RIGHT-OF-WAY DEDICATION

RIGHT-OF-WAY DEDICATION
MAINTAIN 10' WIDE SIDEWALK

THROUGH PROJECT FRONTAGE

FLOWLINE FLOWLINE FLOWLINE
FL
FL
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
FL
NOTE:

CONTRACTOR TO APPLY

PAVEMENT TREATMENT (OVERLAY

OR TYPE II SLURRY) ON THE ALLEY

OF A TYPE AND AT LIMITS

DESIGNATED BY THE
DEPARTMENT OF PUBLIC WORKS.

PAVEMENT TREATMENT MUST

INCLUDE, BUT NOT LIMITED TO,

REMOVAL OF PAVEMENT

DELINEATION, CRACK SEALING,

UTILITY ADJUSTMENTS, PAVEMENT

REPAIR WORK, INSTALLATION OF

THERMOPLASTIC PAVEMENT

DELINEATION, AND ALL

NECESSARY PREPARATORY
WORK
NOTE:

CONTRACTOR TO APPLY TYPE II SLURRY ON ARNEILL ROAD,
FULL WIDTH, EDGE OF GUTTER TO EDGE OF GUTTER.

PAVEMENT TREATMENT MUST INCLUDE, BUT NOT LIMITED TO,

REMOVAL OF PAVEMENT DELINEATION, CRACK SEALING,

UTILITY ADJUSTMENTS, PAVEMENT REPAIR WORK,

INSTALLATION OF THERMOPLASTIC PAVEMENT DELINEATION,
AND ALL NECESSARY PREPARATORY WORK.

SAWCUT
LINE

EX ROW

PROPOSED ROW PROPOSED ROW

EX ROW
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE

LIMITS OF
SLURRY

LIMITS OF
SLURRY
SAWCUT
LINE
9' TYP.
18' TYP.
12' TYP.
5' TYP.
19'
7'
6' 5' 5'
3'

17.5'
2' VEHICLE OVERHANG TYP.
10'
9' TYP.
18' TYP.

1.5'
2'
R3'
R10'
R3'
R2.5'
R10'
5'
5'
26'
34'
31'

32.5'
10'
5'
NOTES

1. THE PROJECT SOILS REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.

2. SLOPE ADJACENT LANDSCAPE AREA TO DRAIN INTO LOCAL AREA DRAINS.

3. SEE EXISTING CONDITIONS PLAN ON PLAN NO. C-2.1 FOR EXISTING ON-SITE AND OFFSITE UTILITIES, HARDSCAPE, AND FEATURES.

4. SLOPE INTERNAL HARDSCAPE, (WALKWAYS AND SIDEWALKS) AT 2% MAX. CROSS SLOPE AND AT 5% MAX RUNNING SLOPE.

5. SEE GRADING AND DRAINAGE PLAN ON PLAN NO. C-4.1 FOR STORM DRAIN SIZING, INVERTS, AND ELEVATIONS.

6. SEE STORM DRAIN, SEWER AND WATER PLAN (DRY UTILITY REFERENCES) ON PLAN NO. C-5.1 FOR DRY UTILITIES REFERENCES AND STORM DRAIN SYSTEM DESIGN INFORMATION.

5. SEE LANDSCAPE PLANS FOR LOCATION OF EXPANSION JOINTS AND SCORE LINES.

ALSO SEE SOILS REPORTS RECOMMENDATIONS.

6. A MINIMUM CLEARANCES TO BE MAINTAINED UNDER OR AROUND OVERHEAD HIGH VOLTAGE POWER LINES ARE 12 FEET VERTICALLY FROM ANY WALKABLE SURFACE, INCLUDING ROOFTOPS, AND 6 FEET HORIZONTALLY FROM ANY WALKABLE SURFACE, INCLUDING ROOF TOPS, BALCONIES, STAIRWELLS, SCAFFOLDING, ETC.

7. OVER EXCAVATION LIMITS AND DEPTHS FROM BUILDINGS PER GEOTECHNICAL REPORT AND PER GRADING AND DRAINAGE NOTES ON PLAN NO. C-4.1.

8. SLOT CUT GRADING REQUIRED FOR RETAINING WALL PER GEOTECHNICAL REPORT.

CONSTRUCTION NOTES
CONSTRUCT 8" CURB AND GUTTER PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CONSTRUCT 6" CURB WITH DEPTH OF 40" OR 6" BELOW BOTTOM OF ROCK

WHEN ADJACENT TO PERMEABLE PAVERS PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CONSTRUCT 6" CURB PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CONSTRUCT 5" REINFORCED P.C.C. CONCRETE SIDEWALK OVER 4" OF COMPACTED (95% OR GREATER) COARSE AGGREGATE BASE. USE #4 REBAR 24" O.C. EACH WAY OR SEE GEOTECHNICAL REPORT FOR
FLATWORK CONSTRUCTION REQUIREMENTS, WHICHEVER IS GREATER.

SECTION DETAIL, SCORE LINES AND EXPANSION JOINTS PER LANDSCAPE PLANS.

CONSTRUCT 8" CURB PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CONSTRUCT TRANSITION FROM 8" CURB TO 6" CURB PER CITY OF CAMARILLO STANDARD PLATE E-4.2.

INSTALL STANDARD CROSS GUTTER PER CITY OF CAMARILLO STANDARD PLATE E-3.1.

INSTALL PERMEABLE PAVERS PER DETAIL ON PLAN NO. C-4.2.

INSTALL 6' WIDE WHEEL STOPS PER CITY OF CAMARILLO MUNICIPAL CODE SECTION 19.44.

INSTALL ADA VAN SIGN AND PARKING STALL PER 2023 CAL TRANS STANDARD PLAN A90A.

CONSTRUCT 72" CMU FENCE ATOP CMU RETAINING WALL PER
STRUCTURAL PLAN AND DETAIL IN SEPARATE PERMIT. REFER TO GRADING AND DRAINAGE PLAN NO. C-4.1 FOR FG AT WALL AND TOP OF WALL HEIGHTS.

INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY PER 2023 CAL TRANS STANDARD PLAN A90A.

INSTALL PARKING LOT LAYOUT AND STRIPING PER CITY OF CAMARILLO MUNICIPAL CODE SECTION 19.44.

CONSTRUCT MIN. 6" AC PAVING WITH MIN. 6" OF COMPACTED (95% OR BETTER) CLASS II AGGREGATE BASE. FINAL PAVEMENT SECTION TO BE

DETERMINED BY APPROVED TRAFFIC INDEX AND FINAL TEST R-VALUE, AND

PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT. REFER TO DETAIL ON PLAN NO. C-4.2.

CONSTRUCT 5" VEHICULAR CONCRETE FLATWORK OVER 6" OF
COMPACTED (95% OR GREATER) COARSE CLASS II AGGREGATE BASE. USE #4 REBAR 12" O.C. EACH WAY OR SEE SOILS REPORT FOR FLATWORK CONSTRUCTION REQUIREMENTS, WHICHEVER IS GREATER. REFER TO DETAIL ON PLAN NO. C-4.2. SCORE LINES AND EXPANSION JOINTS PER LANDSCAPE PLANS.

INSTALL 26' WIDE COMMERCIAL DRIVEWAY PER COUNTY OF VENTURA STANDARD PLATES E-2A AND E-2B AND PER SPPWC 110-2. MODIFIED AS SHOWN.

REFER TO STORM DRAIN, SEWER AND WATER PLAN (DRY UTILITY REFERENCES) PLAN NO. C-5.1 FOR ALL UTILITIES INFORMATION.

REMOVE AND REPLACE EXISTING AC PAVEMENT PER CITY OF CAMARILLO STANDARD PLATE E-10.

INSTALL TRASH ENCLOSURE WITH ROOF AND CONCRETE SLAM PAD PER ARCHITECTURE PLANS AND PER CITY STANDARD S-1.

INSTALL IMPERMEABLE PAVERS PER LANDSCAPE PLANS.

INSTALL BIKE RACK PER LANDSCAPE PLANS.

INSTALL STEPSTONES PER LANDSCAPE PLANS.

INSTALL CONCRETE FILLED BOLLARD WITH DIRECTIONAL CHEVRONS TO DIRECT TRAFFIC.

INSTALL PROTECTIVE BOLLARDS PER SOUTHERN CALIFORNIA EDISON STANDARD MC 830.

INSTALL DECORATIVE COBBLE PER LANDSCAPE PLANS.

INSTALL PERPENDICULAR CURB RAMP AND TRUNCATED DOMES PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 111-5, CASE D, TYPE 2.

INSTALL PARALLEL CURB RAMP AND TRUNCATED DOMES PER CBC 11B-406 AND 11B-705.

INSTALL 3' WIDE, YELLOW TRUNCATED DOMES OF APPROVED DETECTABLE WARNING SURFACE PER CBC 11B-705 OR APPROVED EQUAL.

INSTALL NO PARKING SIGN WITH DOUBLE ARROW PER CALTRANS
STANDARD R7-1 AND CITY OF CAMARILLO SIGN DETAIL TR-6.

INSTALL STAIRS PER ARCHITECTURE PLANS.

CONSTRUCT BIORETENTION BASIN PER DETAIL ON PLAN NO. C-4.2.

INSTALL EXTRA DEEPENED FOOTING/STEM WALL
INSTALL SIGN R100B PER 2023 CAL TRANS STANDARD PLAN A90A.

INSTALL SIGN WITH ISA SYMBOL PER CALGREEN, 11B-812.8.3.

ADD SIGN AND POST THAT STATES PARKING IN EV STALL IS FOR CHARGING

ONLY AND VEHICLE NOT CONNECTED TO THE CHARGE CAN BE
REMOVED/TOWED.

CONSTRUCT CMU RETAINING WALL PER STRUCTURAL PLAN AND DETAIL IN SEPARATE PERMIT. REFER TO GRADING AND DRAINAGE PLAN NO. C-4.1 FOR FG AT WALL AND TOP OF WALL HEIGHTS.

CONSTRUCT 36" WROUGHT IRON FENCE ATOP STEM WALL PER
STRUCTURAL PLAN AND DETAIL IN SEPARATE PERMIT. REFER TO GRADING AND DRAINAGE PLAN NO. C-4.1 FOR FG AT WALL AND TOP OF WALL HEIGHTS.

INSTALL RIPRAP ENERGY DISSIPATER PER DETAIL ON PLAN NO. C-4.2.

INSTALL COMPACT PARKING LOT LAYOUT AND STRIPING OF DIMENSIONS 9'X18' PER CITY OF CAMARILLO MUNICIPAL CODE SECTION 19.44. INSTALL STRIPING OF WORD "COMPACT" ACROSS TOP OF COMPACT PARKING STALLS.

INSTALL VEGETATED SWALE PER DETAIL ON PLAN NO. C-4.2.

INSTALL POTTED PLANT IRRIGATION PLANTER PER DETAIL 6 ON LANDSCAPE SHEET LI503.

INSTALL CONCRETE V-GUTTER PER DETAIL ON PLAN NO. C-4.2. WIDTH PER PLAN.

INSTALL DECORATIVE CONCRETE FLATWORK PER LANDSCAPE PLANS AND DETAIL ON PLAN NO. C-4.2.

INSTALL 42" T-TOPO DELINEATOR POST WITH BASE THAT COMPLIES WITH CALTRANS STANDARD PLAN A73C.

INSTALL AC DIKE OF CLASS III-D-PG70-10 ASPHALT CONCRETE TYPE WITH

WEEPHOLES EXTENDING THROUGH BERM INTO THE ALLEY PER DETAIL A ON CALTRANS STANDARD PLAN A87B.

INSTALL STRIPING OF WORDS "EV CHARGING ONLY" ACROSS THE TOP OF EV STALL.

INSTALL STRIPING OF WORDS "NO PARKING" ACROSS THE TOP OF ADA CROSSWALK.

CONSTRUCT 6" CURB AND MODIFIED 1' GUTTER LIP PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Surface Improvement Plan.dwg, C-3.1, Jan 09, 2026 11:34am, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794 ● rrmdesign.com
0 10 20 30 feet
SCALE: 1"=10'
5 W
SS
2" WATER LINE
6" SEWER LINE
LEGEND

JT JOINT TRENCH LINE
EXISTING 10" WATER MAIN (APPROXIMATE)
SS
G
EXISTING 12" SEWER MAIN (APPROXIMATE)

EXISTING GAS MAIN (APPROXIMATE)

LIMITS OF EXISTING CONCRETE
W
CMU RETAINING WALL, 3' MAX HEIGHT RETAINED, OVERALL HEIGHT

PER PLANS
PERMEABLE PAVERS PER SECTIONS ON PLAN NO. C-4.2

IMPERMEABLE PAVERS PER LANDSCAPE PLANS

CONCRETE FLATWORK PER LANDSCAPE PLANS, DETAIL ON PLAN
NO. C-4.2 AND/OR GEOTECHNICAL REPORT RECOMMENDATIONS

PLANTED AREA PER LANDSCAPE PLANS
BIORETENTION BASIN PER DETAIL ON PLAN NO. C-4.2
> > FLOWLINE

RIGHT-OF WAY LINE

SD STORM DRAIN LINE
IR 1" IRRIGATION WATER LINE

VEHICLE OVERHANG
AC PAVEMENT PER DETAIL ON PLAN NO. C-4.2

DECORATIVE CONCRETE FLATWORK PER LANDSCAPE PLANS AND
DETAIL ON PLAN NO. C-4.2

STEM WALL/EXTRA DEEPENED FOOTING PER GRADING AND
DRAINAGE PLAN NO. C-4.1

EX RIGHT-OF-WAY LINE

PROPERTY LINE

OH OH OH OH OH

7.5%
MAX
APN: 162-0-012-350
APN: 162-0-012-325

5.67'

17.34'
9'
18'
12'
> > > > > > > > > > > > > > > > >
> >
SD
>
> > > > > > > > > > > > >
SD

FW FW FW
> > > > >
> > >
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD
JT
W

IR IR IR IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

SS SS SS SS SS

11.6'

MATCH EXISTING

10.15'
MATCH EX.
167
168
168
166
166
1678
169
169 168
169
167
166
167
168
169
169
166
166
166
167
167
167
168
168
168
169
169
167
168
169
169
166
167
167
169
AA
B
B
6'
3'
4'

13.58'
2' 1.5'
5'

10.0%
MAX

7.5%
MAX
MAX

1.5%
MAX

1.5%
MAX

1.5%

5.0%
W W
W W
W W
W W
W W

SS SS SS SS

SS SS SS SS

SS SS SS SS

W W W W W W W W W W W W W W W

EX SIDEWALK

EX SIDEWALK
ALLEY

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG RESIDENTIAL BLDG

RESIDENTIAL BLDG
PERMEABLE PAVERS #1
PERMEABLE PAVERS #2

CENTERLINE
(166.1± FL)
MATCH EX.
(166.2± FL)
MATCH EX.
167.2± FG (S)
167.30 FG (N)

BEGIN STEM WALL
TW ELEV: 167.50
(169.49± EG)
EX. CONCRETE RIBBON GUTTER
168.7± FL

EXISTING PROPERTY LINE
CONSTRUCT 3' MINIMUM CURB CUT
OPENING PER DETAIL ON PLAN NO. C-4.2

EXISTING PROPERTY LINE

EXISTING PROPERTY LINE

EXISTING PROPERTY LINE
4" PVC PIPE
165.39 INV
OVERFLOW RISER 167.00 TG
166.00 INV 3"x6" NOTCH
(1) 3"X5" RECTANGULAR UNDERDRAIN
166.38 INV OUT
166.63 TG
4"PVC PIPE 164.60 INV
4"X4"OPENING
WITH 9 SF OF RIVER ROCK

ON DOWNSTREAM SIDE
169.08 TG
166.96 INV
169.43 INV
4"X4"OPENING
(1) 3" SW UNDERDRAIN
166.21 TG
165.84 INV IN/OUT
169.50± FG (S)
169.00 FG (N)

END RETAINING WALL
TRW ELEV: 169.50; RETAINING WALL HT = 2'
TW ELEV(TRW ELEV + 6' FENCE REQ'D): 175.50
(168.79± EG)
(168.42± EG)
(168.36±
EG)
169.19 INV 166.75 4"X4"OPENING INV
6" PERF PIPE
164.14 INV
6" PERF PIPE
164.08 INV
6" PERF PIPE
164.00 INV
6" PERF PIPE
163.97 INV
164.05 INV
166.60 TG
4" PVC PIPE 164.46 INV IN
6" PVC PIPE 164.46 INV OUT
167.11 TG
4" PVC PIPE 165.65 INV
167.15 TG
4" PVC PIPE 165.81 INV
168.38 TG
4" PVC PIPE 167.04 INV

CONTRACTOR

TO MATCH EX FS
166.67 TG
6" PVC PIPE 164.41 INV
164.41 INV OUT
166.70 TG
6" PVC PIPE 164.36 INV
6" PVC PIPE 164.36 INV OUT
167.31 TG
6" PVC PIPE 164.30 INV
6" PVC PIPE 164.30 INV OUT 167.33 TG
6" PVC PIPE 164.27 INV
6" PVC PIPE 164.27 INV OUT
166.00 TG
4" PVC PIPE 164.50 INV
167.53 TG
PVC SIZES VARY 164.18 INV
6" PERF PIPE 164.18 INV OUT
166.54 TG
4" PVC PIPE
164.59 INV
166.33 TG
4" PVC PIPE
164.53 INV
166.21 INV

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS
(1) 3" X 5"

RECTANGULAR

UNDERDRAIN
166.40 INV
166.02 INV
(166.0± FL)
MATCH EX.

TOP OF PLANTER 169.81
4" PVC PIPE 165.00 INV
165.74 INV
TOP OF PLANTER 169.80
4" PVC PIPE 165.47 INV
164.44
INV

BEGIN STEM
WALL MAX HT 12"

END STEM WALL
MAX HT 12"

END EDF
MAX HT 12"

BEGIN EDF
MAX HT 12"

END EDF
MAX HT 12"

BEGIN EDF
MAX HT 12"

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS
RIP RAP PER DETAIL ON PLAN NO. C-4.2
166.73 FS/HP
PROVIDE 12" THICKENED

EDGE ALONG BACK OF SW

FENCE AND GATE PER

LANDSCAPE PLANS

BEGIN STEM WALL
MAX HT 12"

END STEM WALL
MAX HT 12"
BEGIN STEM WALL; MAX HT 12"

END STEM WALL
MAX HT 12"
PROVIDE 12" THICKENED

EDGE ALONG BACK OF SW
166.13
FG
166.13
FG
PROVIDE 12" THICKENED

EDGE ALONG BACK OF SW
PROVIDE 12" THICKENED

EDGE ALONG BACK OF SW
168.35 TG
4" PVC PIPE 166.85 INV
168.35 TG
4" PVC PIPE 166.25 INV
167.81 TG
4" PVC PIPE 166.47 INV
168.13 TG
4" PVC PIPE 166.79 INV
168.35 TG
4" PVC PIPE 165.95 INV

END STEM WALL/BEGIN RETAINING WALL
TRW ELEV: 168.83; RETAINING WALL HT = 2.67'
TW ELEV(TRW ELEV + 6' FENCE REQ'D): 174.83

RIDGE LINE
169.18

MATCH EX FS

CONTRACTOR

TO MATCH EX FS
168.44 TC
167.94 FL
167.53 TC
167.03 FL
167.53 TC
167.03 FL 168.92 TC
168.42 FL
169.38 TC
168.88 FS
169.40
FS
169.08
FS
169.34
FS
168.94
FS
167.61
FS
167.39 TC
166.89 FL
167.48 TC
166.98 FL
167.30 TC
166.80 FS 168.25 TC
167.75 FS
168.18 TC
167.68 FS
168.18 TC
167.68 FS
169.30 TC
168.80 FS
169.15 TC
168.65 FS
169.13 TC
168.63 FL
169.43 TC
168.93 FL 169.50 TC
169.00 FL
168.39 TC
167.89 FS
167.12 TC
166.62 FS
167.05 TC
166.55 FL
166.75
FS
166.67
FS
166.79
FS
169.47
FS
169.23
FS
169.58
FS
169.0
FG
166.65
FS
168.5
FG/HP
165.92
FL
166.76
FS 166.75
FS
166.75
FS
167.36
FS
166.80
FS
167.04
FS
166.78
FS
166.74
FS
167.35
FS 166.76
FS
166.76
FS
166.76
FS
166.76
FS
166.80
FS
166.69
FS
167.0
FG 168.3
FG
168.4
FG
169.3
FG
166.63
FS
166.87
FS
168.8
FG
169.75
FS
168.83
FS
169.00
FS
169.71
FS
169.71
FS
168.62
FL
168.47
FS
168.42
FS
166.71 TC
166.04 FL 166.80
FS
166.77
FS
166.74
FS
166.00
FL
168.62
FS 168.69
FS
169.05
FS
169.05
FS
168.85

MATCH EX FS
169.5
FG
169.4
FG
169.0
FG
166.76
FS
166.88 TC
166.21 FL
166.80
FS
166.94
FS
166.60 TC
165.93 FL
169.25 FF
169.23 FS
169.60 FF
169.58 FS
169.60 FF
169.58 FS 169.25 FF
169.23 FS
166.80 FF
166.78 FS
168.00 FF
167.98 FS
166.80 FF
166.78 FS
166.80 FF
166.78 FS
166.80 FF
166.78 FS 166.80 FF
166.78 FS
168.70
FL
169.28 TC
168.78 FS
169.03 TC
168.53 FS
168.91
FS
166.71

MATCH EX FS
166.81
FS
167.25
FS
167.26
FS
167.38
FS
167.61
FS
168.67

EX FG
169.20

MATCH EX FS
167.85

MATCH EX FS
165.94

MATCH EX FS
165.95

MATCH EX FS
165.96

MATCH EX FS
166.35

MATCH EX FS
166.78

MATCH EX FS
166.36

MATCH EX FS
166.38

MATCH EX FS
166.39
MATCH EX FS 167.38

MATCH EX FS
165.75

MATCH EX FL
166.65
FS
167.37
FS
167.23
FS
169.38
FS
169.41
FS
169.00
FS
169.08
FS
167.56
FS
167.48
FS
167.36
FS
167.36
FS
167.35
FS
169.77
FS
168.44

EX FG
168.33

MATCH EX FS
168.25

MATCH EX FS
168.53
MATCH EX FS 168.54

MATCH EX FS
168.68

MATCH EX FS
168.73

MATCH EX FS
168.96

MATCH EX FS
168.96

MATCH EX FS
167.64
FL
165.85
FL
166.95 TC
166.28 FL
166.90
FS
166.95
FS
166.60
FS
169.24
FS
169.16
FS
166.27

MATCH EX FL
167.96
FS
166.09

MATCH EX FL
166.18

MATCH EX FS
167.11
FS
169.04
FS
166.65
FS
167.7
FG
168.5
FG
168.5
FG
168.8
FG
168.9
FG
167.94 TC
167.44 FL
169.15
FS
167.39
FS 167.37
FS
166.5
FG
168.9
FG
168.6
FG
168.4
FG
169.20
FS
169.46
FS
169.56
FS
169.56
FS
168.9
FG
167.06

MATCH EX FS
167.9
FG/HP
168.2
FG/HP
168.7
FG/HP
167.91 TC
167.41 FL
168.90 TC
168.40 FL
168.37

EX FG
168.63

MATCH EX FG
168.91

MATCH EX FG
165.9
FG
168.37

MATCH EX FS
169.0
FG
166.82
FS
169.53
FS
169.27
FS
169.17
FS
166.83
FS
166.73
FS
169.62
FS
169.12
FS
168.42

EX FG
169.06

MATCH EX FS
166.02

MATCH EX FS
165.99

MATCH EX FS
168.91

MATCH EX FS
169.08
MATCH EX FS 168.94

MATCH EX FS
166.69 TC
166.02 FL
166.64 TC
165.97 FL
166.72
FS
166.73
FS 166.80
FS
167.00
FS
167.62
FL
167.66
FL
168.41
FL
168.42
FS
168.64
FS
167.68
FS 167.63
FS
167.65
FS
166.56
FS
166.41 TC
165.74 FL

3.1%

2.8%

1.5%

2.4%

0.6%

3.2%

1.0%

1.5%

0.6%

3.0%

3.2%

1.5%

4.4%

1.2%

1.7%

1.5%

1.8%

1.1%

1.5%

2.5%

1.6%

13.7%

13.4%

5.4%

2.1%

12.1%

9.3%

10.3%

8.3%

0.6%

0.6%

1.4%

1.5%

1.2%

3.6%

3.9%

3.9%

3.9%

0.5%

11.5%

5.0%

0.5%

0.5%

5.8%

1.1%

1.1%

9.2%

5.6%

5.8%

1.1%

3.9%

4.0%

3.2%

0.6%

1.6%

2.9%

0.3%

1.9%

4.8%

1.5% 2.5%

14.8%

3.6% 5.4%

2.0%

1.8%

1.0%

1.4%

1.1%

2.4%

1.2%

1.5%

2.4%

1.1%
169.41
FS

ARNEILL ROAD
FF = 166.80
PAD = 166.05
FF = 166.80
PAD = 166.05
FF = 169.25
PAD = 168.50
FF = 166.80
PAD = 166.05 FF = 169.60
PAD = 168.85
FF = 168.00
PAD = 167.25
BASIN
BOTTOM =
165.50
ELEV
NOTES

1. THE PROJECT SOILS REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.

2. SLOPE ADJACENT LANDSCAPE AREA TO DRAIN INTO LOCAL AREA DRAINS.

3. SLOPE INTERNAL HARDSCAPE, (WALKWAYS AND SIDEWALKS) AT 2% MAX. CROSS SLOPE AND AT 5% MAX RUNNING SLOPE.

4. SEE STORM DRAIN, SEWER AND WATER PLAN (DRY UTILITY REFERENCES)ON PLAN NO. C-5.1 FOR DRY UTILITIES REFERENCE AND STORM DRAIN SYSTEM DESIGN INFORMATION.

5. SEE PLAN NO. C-1.1 FOR GRADING NOTES.

6. SEE SITE IMPROVEMENT PLAN ONPLAN NO. C-3.1 FOR CONSTRUCTION NOTES.

7. OVER EXCAVATION OF 6' DEPTH BELOW EXISTING GRADE MINIMUM REQUIRED IN

ALL AREAS WHERE BIORETENTION BASIN AND PERMEABLE PAVERS ARE TO BE INSTALLED.

SECTION A-A ARNEILL ROAD TO ALLEY ALONG DRIVEWAY CENTERLINE -NTSSECTION NOTE:

FINAL SECTION THICKNESS TO BE DETERMINED BY APPROVED PROJECT TRAFFIC INDEX, LICENSED SOILS ENGINEER, AND ACCOMPANYING SOILS REPORT.

17.35'
7'
AC

GRIND TO MATCH EX
VARIES
2% MIN.
8% MAX
ALLEY

CENTERLINE

COMPACT BASE,
MIN. RELATIVE DENSITY
OF 95% OR BETTER

CLASS II COMPACTED

AGGREGATE BASE
AC

STAMPED CONCRETE
(VEHICULAR CONC DETAIL ON PLAN NO. C-4.2)

FOR COLOR AND PATTERN SEE LANDSCAPE
SHEET LC101
SAWCUT

JOIN / MATCH

EXISTING

13.58'

1.5'
AC

GRIND TO

MATCH EX
VARIES

ARNEILL ROAD

CENTERLINE

COMPACT BASE,
MIN. RELATIVE DENSITY
OF 95% OR BETTER

CLASS II COMPACTED

AGGREGATE BASE
AC

STAMPED CONCRETE
(VEHICULAR CONC DETAIL ON PLAN NO. C-4.2)

FOR COLOR AND PATTERN SEE LANDSCAPE
SHEET LC101
SAWCUT

JOIN / MATCH

EXISTING

91.67'

VEHICULAR CONCRETE
(PER DETAIL ON PLAN NO. C-4.2)
PL ROW
10'

1.5'
GUTTER
LIP

VEHICULAR CONCRETE
(PER DETAIL ON PLAN NO. C-4.2)

CLASS II COMPACTED

AGGREGATE BASE

CLASS II COMPACTED

AGGREGATE BASE
FL
CROSS SECTION B-B BUILDING EDGE TO SOUTH PL -NTSSECTION NOTE:

FINAL SECTION THICKNESS TO BE DETERMINED BY APPROVED PROJECT TRAFFIC INDEX, LICENSED SOILS ENGINEER, AND ACCOMPANYING SOILS REPORT. 17' PERMEABLE PAVERS

COMPACT BASE,
MIN. RELATIVE DENSITY
OF 95% OR BETTER

CLASS II COMPACTED

AGGREGATE BASE

BUILDING
EDGE 26'
DRIVE
AISLE'

VEHICULAR CONCRETE
(PER DETAIL ON PLAN NO. C-4.2)
PL
17' PERMEABLE PAVERS
6' SIDEWALK
PERMEABLE PAVERS #1
(PER DETAIL ON PLAN NO. C-4.2)

CLASS II COMPACTED

AGGREGATE BASE

CLASS II COMPACTED
AGGREGATE BASE PERMEABLE PAVERS #2
(PER DETAIL ON PLAN NO. C-4.2)
1'

0.5'
1'
3' MAX

RETAINING WALL
WITH 6' FENCE
ABOVE; TRW

AND TW HEIGHT

PER GRADING

AND DRAINAGE
PLAN
1'

COMPACT BASE,
MIN. RELATIVE DENSITY
OF 95% OR BETTER
5'
RIDGE

LINE FL
24" V-GUTTER
CUT: ±300 cu-yds
FILL: ±160 cu-yds
MAX CUT DEPTH: ±9 FT
MAX FILL HEIGHT: ±2 FT
AREA OF DISTURBANCE:16,700 SF

EARTHWORK BALANCE NECESSITATES BORROWING OR STOCKPILING FOR ANY PHASE FROM ANY OTHER GIVEN PHASE.

QUANTITY ESTIMATES ON THESE PLANS ARE TO BE USED FOR PERMIT PURPOSES ONLY. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ACTUAL QUANTITIES FOR THE PURPOSE OF CONSTRUCTION.

THE RAW EARTHWORK QUANTITIES SHOWN HEREON REPRESENT THE ESTIMATED VOLUMETRIC

DIFFERENCE BETWEEN THE PROPOSED ROUGH GRADE AND THE LIMITED TOPOGRAPHIC EXISTING GRADES. THESE ESTIMATES DO NOT MAKE CONSIDERATIONS FOR LOSSES OR BULKING DUE TO: SHRINKAGE, SOIL AMENDMENTS, STABILIZATION, CONSTRUCTION TECHNIQUE, FOOTING & TRENCHING SPOILS, ETC. THESE, IN ADDITION TO ACTUAL FIELD

CONDITIONS AND THE FINAL RECOMMENDATIONS OF THE SOILS ENGINEER MAY SIGNIFICANTLY EFFECT THE FINAL IMPORT/EXPORT QUANTITIES.

APPROXIMATE EARTHWORK QUANTITIES
W
SS
2" WATER LINE
6" SEWER LINE
LEGEND

JT JOINT TRENCH LINE
EXISTING 10" WATER MAIN (APPROXIMATE)
SS
G
EXISTING 12" SEWER MAIN (APPROXIMATE)

EXISTING GAS MAIN (APPROXIMATE)
0 10 20 30 feet
SCALE: 1"=10'
5 LIMITS OF EXISTING CONCRETE
W
CMU RETAINING WALL, 3' MAX HEIGHT RETAINED, REFER TO WALL PROFILE PLAN NO. C-8.1
PERMEABLE PAVERS PER SECTIONS ON PLAN NO. C-4.2

IMPERMEABLE PAVERS PER LANDSCAPE PLANS
CONCRETE FLATWORK PER LANDSCAPE PLANS, DETAIL ON PLAN NO. C-4.2 AND/OR GEOTECHNICAL REPORT RECOMMENDATIONS

PLANTED AREA PER LANDSCAPE PLANS
BIORETENTION BASIN PER DETAIL ON PLAN NO. C-4.2
> > FLOWLINE

PROPERTY LINE

SD STORM DRAIN LINE

CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Grading and Drainage Plan.dwg, C-4.1, Jan 09, 2026 11:34am, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794 ● rrmdesign.com
IR 1" IRRIGATION WATER LINE

VEHICLE OVERHANG
AC PAVEMENT PER DETAIL ON PLAN NO. C-4.2
DECORATIVE CONCRETE FLATWORK PER LANDSCAPE PLANS AND DETAIL ON PLAN NO. C-4.2

EX RIGHT-OF WAY LINE

STEM WALL/EXTRA DEEPENED FOOTING PER GRADING AND DRAINAGE PLAN

RIGHT-OF-WAY LINE
EXPANSION INDEX = 0
(VERY LOW RANGE)

PER SOILS REPORT
NO. 4 REBAR @ 12" O.C. EACH WAY
NOTES

1. CONCRETE SHALL BE A MINIMUM OF 560-C-3250, PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK).

2. CONCRETE SIDEWALK CURB MAY HAVE EXTRA THICKENED EDGE AT MAX OF 12". 6" CLASS II AGGREGATE BASE
COMPACTED TO 95%

MINIMUM COMPACTION
12" COMPACTED

SUBGRADE
COMPACTED TO 90%

MINIMUM COMPACTION
5" CONCRETE 5"
6"
12"

VEHICULAR CONCRETE PAVING NTS

VARIES PER PLAN
12" MIN.

NOTES:

1. SOIL AMENDMENTS SHALL BE AMENDED WITH 2 INCHES OF WELL-ROTTED COMPOST, UNLESS THE ORGANIC CONTENT IS ALREADY GREATER THAN 10%. THE COMPOST SHALL BE MIXED INTO THE NATIVE SOILS TO A DEPTH OF 6 INCHES TO PREVENT SOIL LAYERING AND WASHOUT OF COMPOST, THE COMPOST WILL CONTAIN NO SAWDUST, GREEN OR UNDER-COMPOSTED MATERIAL, OR ANY OTHER TOXIC OR HARMFUL SUBSTANCE. IT

SHALL CONTAIN NO UN-STERILIZED MANURE, WHICH CAN LEAD TO HIGH LEVELS OF PATHOGEN INDICTORS (COLIFORM BACTERIA) IN THE RUNOFF.

VEGETATED SWALE CROSS SECTION NTS
3' MINIMUM CURB CUT DETAIL -NTS6"
6" 3' MINIMUM (SIZE PER PLAN) 6"

COMPACTED
SUBGRADE AT 95%
12" CLASS II BASE, OR

OTHERWISE NOTED PER SOILS

REPORT RECOMMENDATIONS

PROPOSED FLOWLINE
#3 BARS
@10" O.C.

MIN. 8" CLASS II BASE, OR OTHERWISE

NOTED PER SOILS REPORT

RECOMMENDATIONS
#3 @ 24" O.C.
18" CONCRETE V-GUTTER DETAIL -NTS18" WIDE

V-GUTTER
8"
3"
5%
5%

COMPACTED
SUBGRADE AT 95%

RETAINING WALL

IMPERMEABLE PAVERS
#3 BARS
@10" O.C.

MIN. 8" CLASS II BASE, OR OTHERWISE

NOTED PER SOILS REPORT

RECOMMENDATIONS
#3 @ 24" O.C.
24" CONCRETE V-GUTTER DETAIL -NTS24" WIDE

V-GUTTER
8"
3"
5%
MAX
5%
MAX

COMPACTED
SUBGRADE AT 95%

IMPERMEABLE PAVERS
0 10 20 30 feet
SCALE: 1"=10'
5 SLOPE TO DRAIN
ATRIUM OR DOME GRATE; SIZED AS NOTED

COMPACTED SOIL

DRAIN RISER PIPE
(LENGTH AS REQUIRED)

DRAIN TEE OR ELBOW
DRAIN PIPE; SIZED AS NOTED

CRUSHED STONE

SLOPE TO DRAIN
VARIES
ATRIUM/DOME GRATE N.T.S.

CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Grading and Drainage Plan.dwg, C-4.2, Jan 09, 2026 11:34am, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794 ● rrmdesign.com
36"
3" MULCH

FLAT BOTTOM

NO SLOPES

BIORETENTION SOIL MEDIA MIX
12"
BIORETENTION BASIN CROSS SECTION N.T.S.
±13.0' WIDTH
30" NO. 2 STONE SUBBASE void ratio = .3
MAX 6" PONDING
NOTES:

1. OVERFLOW RISER TO BE DESIGNED PER FIGURE 6-20 IN VENTURA COUNTY TECHNICAL GUIDANCE MANUAL.

2. BIORETENTION SOIL MEDIA SHOULD CONSIST OF 60% TO 80% FINE SAND AND 20% TO 40% COMPOST PER VENTURA TECHNICAL GUIDANCE MANUAL SPECIFICATIONS.

3. LIST OF BIORETENTION PLANT TYPES:

3.1. CHONDROPETALUM TECTORUM `EL CAMPO'

3.2. JUNCUS PATENS `ELK BLUE`

3.3. KNIPHOFIA UVARIA `MALIBU YELLOW`

OVERFLOW RISER

TOP OF GRATE ELEV
167.00

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
36"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDGE
PERMEABLE PAVERS #1 SECTION N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW
FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE.

OUTLET ELEV
166.50 3"X6" NOTCH
INV ELEV 166.00
OUTLET 3" X 5"

ALHAMBRA

RECTANGULAR

DRAIN TO
STREET
AC PAVEMENT SECTION DETAIL -NTSCOMPACT BASE,
MIN. RELATIVE DENSITY
OF 95% OR BETTER

CLASS II COMPACTED

AGGREGATE BASE AC
SECTION NOTE:

FINAL SECTION THICKNESS TO BE DETERMINED BY APPROVED PROJECT TRAFFIC INDEX, LICENSED SOILS ENGINEER, AND ACCOMPANYING SOILS REPORT.

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
12"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDGE
PERMEABLE PAVERS #2 SECTION N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW

FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

OVERFLOW RISER

TOP OF GRATE ELEV
167.00

OUTLET ELEV
166.50
OUTLET 3"

ALHAMBRA

RECTANGULAR

DRAIN TO
STREET 3"X6" NOTCH
INV ELEV 166.00
OVERFLOW RISER DETAIL N.T.S.

BOTTOM BASIN
ELEV 165.50
24" X 24" MID-STATE

CONCRETE

CURB CUT

ELEVATION FINISH GRADE PER PLAN
RIP RAP ENERGY DISSIPATION DETAIL N.T.S.

FLOW
PLACE 6"-8" NOMINAL

SIZE ROCK

NON-WOVEN

GEOTEXTILE FABRIC

BIORETENTION SOIL MIX
3:1
4' LENGTH x 3' WIDTH (MIN.) MAX

BOTTOM OF BASIN
6" PERFORATED PIPE PER PLAN.

WWW WW

OH OH OH OH OH
5'
5'
APN: 162-0-012-350
APN: 162-0-012-325
> > > > > > > > > > > > > > > > >
> >
SD
>
> > > > > > > > > > > > >
SD

FW FW FW
> > > > >
> > >
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD
JT
W

IR IR IR IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

SS SS SS SS SS
W
W
W
W
W
FF = 166.80
FF = 166.80
FF = 169.25
FF = 166.80
FF = 169.60
FF = 168.00

BIORETENTION
BASIN
SS SS
SS SS
SS SS
ALLEY

ARNEILL ROAD

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG RESIDENTIAL BLDG

RESIDENTIAL BLDG
PERMEABLE PAVERS #1
PERMEABLE PAVERS #2

END OF MAIN

W W W W W W W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

G G G G G G G

RIGHT-OF-WAY DEDICATION

RIGHT-OF-WAY DEDICATION
EX 10" ACP WATER LINE PER

CITY OF CAMARILLO PUBLIC

WORKS DEPARTMENT PROJECT
NO. S108, FILE NO. 72-123
EX 12" VCP SEWER MAIN PER

CAMARILLO SANITARY

DISTRICT SEWER LINES AND

APPURTENANCES DRAWING
C-29AL AND CITY OF

CAMARILLO PUBLIC WORKS
DEPARTMENT PROJECT NO.

S108, FILE NO. 72-123

REFER TO PLUMBING PLANS

FOR CONNECTION OF
WATER LINE TO BUILDINGS;
30" MINIMUM COVER

OVER TOP OF PIPE

REFER TO FIRE SPRINKLER

PLANS BY OTHERS FOR

CONNECTION OF FIRE
WATER LINE TO BUILDINGS;
30" MINIMUM COVER

OVER TOP OF PIPE

REFER TO PLUMBING PLANS

FOR CONNECTION OF SEWER
CLEANOUT TO BUILDINGS;
INVERT ELEV = 158.89
RIM ELEV = 167.30

MATCH EX FS

CROWN ELEVATION OF PRIVATE

MAIN INLET TO MATCH CROWN

ELEVATION OF MAINLINE
INVERT N 156.51
INVERT S 156.50
INVERT E 157.00

INSTALL TEST POINTS

FACING NORTH FOR DDCV

REFER TO PLUMBING PLANS

FOR CONNECTION OF SEWER
CLEANOUT TO BUILDINGS;
INVERT ELEV = 160.51

REFER TO FIRE SPRINKLER PLANS

BY OTHERS FOR CONNECTION

OF FIRE WATER LINE TO
BUILDINGS; 30" MINIMUM

COVER OVER TOP OF PIPE

REFER TO FIRE SPRINKLER PLANS

BY OTHERS FOR CONNECTION

OF FIRE WATER LINE TO
BUILDINGS; 30" MINIMUM

COVER OVER TOP OF PIPE

REFER TO FIRE SPRINKLER PLANS

BY OTHERS FOR CONNECTION

OF FIRE WATER LINE TO
BUILDINGS; 30" MINIMUM

COVER OVER TOP OF PIPE

MATCH EX FS
INV ELEV IS 40" BELOW EX FS

MATCH EX FS
INV ELEV IS 40" BELOW EX FS

MATCH EX FS
INV ELEV IS 40" BELOW EX FS
1 32
18 26
4 13
6 15
14 10
17 18
19 31 20 7 31
22 23
18 25
25 25
25 25
26 26
26 11
11 11
11 11
18 27 25
3 2
13 6
18 18
18 18
18 18
28 30 28
30 30 30
29 29 29
29 9
8 25
25 18
18 18
18 25
25 25
33 10
17 16
24 16
16 24
16 16
34 34
34 34 34 34
16 18
12 12
10 6" SS MAIN INV ELEV= 158.38
6" SS MAIN INV = 159.74
SS INV = 159.82
6" PRIVATE SS MAIN
10" WATER MAIN INVERT ELEV(ASSUMED 3.5' 6" PRIVATE SS MAIN 6" PRIVATE SS MAIN BELOW FS) = ±163.70 BOTTOM OF 10" WATER MAIN ELEV = ±163.65
TOP OF 6" PRIVATE SS MAIN ELEV = 157.89
6" PRIVATE SS MAIN INVERT ELEV = 157.33
9 9
NOTES

1. THE PROJECT SOILS REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.

2. SLOPE ADJACENT LANDSCAPE AREA TO DRAIN INTO LOCAL AREA DRAINS.

3. SEE EXISTING CONDITIONS PLAN ON PLAN NO. C-2.1 FOR EXISTING ON-SITE AND OFFSITE UTILITIES, HARDSCAPE, AND FEATURES.

4. SLOPE INTERNAL HARDSCAPE, (WALKWAYS AND SIDEWALKS) AT 2% MAX. CROSS SLOPE AND AT 5% MAX RUNNING SLOPE.

5. SEE GRADING AND DRAINAGE PLAN ON PLAN NO. C-4.1 FOR STORM DRAIN SIZING, INVERTS, AND ELEVATIONS.

6. SEE LANDSCAPE PLANS FOR LOCATION OF EXPANSION JOINTS AND SCORE LINES. ALSO SEE SOILS REPORTS RECOMMENDATIONS.

7. A MINIMUM CLEARANCES TO BE MAINTAINED UNDER OR AROUND OVERHEAD HIGH VOLTAGE POWER LINES ARE 12 FEET VERTICALLY FROM ANY WALKABLE SURFACE, INCLUDING ROOFTOPS, AND 6 FEET HORIZONTALLY FROM ANY WALKABLE SURFACE, INCLUDING ROOF TOPS, BALCONIES, STAIRWELLS, SCAFFOLDING, ETC.

8. ON SITE PRIVATE FIRE LINE TO BE APPROVED AND INSPECTED BY VENTURA COUNTY FIRE DEPARTMENT.

9. SEE PLAN NO. C-1.1 FOR UTILITY NOTES.

INSTALLATION NOTES

INSTALL DRY UTILITY JOINT TRENCH PER CITY OF CAMARILLO STANDARD PLATE E-10 AND PER ELECTRICAL PLANS IN SEPARATE PERMIT.

INSTALL SIDEWALK UNDERDRAIN OF ALHAMBREA RECTANGULAR CAST IRON PIPE, ALHAMBRA A-470 (OR APPROVED EQUAL) AT 1.5 % SLOPE

MINIMUM AND PER CITY OF CAMARILLO STANDARD CURB DRAIN PLATE E-9 MODIFIED FOR A RECTANGULAR DRAIN. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PIPE SIZES.

INSTALL SIDEWALK UNDERDRAIN OF ALHAMBREA RECTANGULAR CAST IRON PIPE, ALHAMBRA A-470 (OR APPROVED EQUAL) AT 1.0 % SLOPE

MINIMUM AND PER CITY OF CAMARILLO STANDARD CURB DRAIN PLATE E-9 MODIFIED FOR A RECTANGULAR DRAIN. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PIPE SIZES.

INSTALL 24" X 24" CONCRETE MID-STATE (OR APPROVED EQUAL) INLET WITH FOUR 3" WEEP HOLES AT 12" O.C. EACH WAY PER MANUFACTURERS SPECIFICATIONS. INCLUDE 24" X 24" STEEL GRATE PER ASTM A36 WITH A

HOT DIP GALVANIZED FINISH PER SOUTH BAY FOUNDRY MANUFACTURER (OR APPROVED EQUAL). INSTALL OLDCASTLE INFRASTRUCTURE GRATE

INLET FILTER USE FLO-GUARD PRODUCT PER DETAIL ON THIS SHEET OR APPROVED EQUAL. INSTALL CITY OF CAMARILLO "DON'T DUMP DRAINS TO CREEK" CURB MARKER. REFER TO PLAN NO. C-4.1 FOR INLET INVERT AND TOP OF GRATE ELEVATION.

INSTALL 24" X 24" CONCRETE MID-STATE (OR APPROVED EQUAL) OPEN BOTTOM INLET WITH FOUR 3" WEEP HOLES AT 12" O.C. EACH WAY AND

WITH REGULAR OPENINGS FOR SWALE FLOW AND FOR SIDEWALK
UNDERDRAIN PER MANUFACTURERS SPECIFICATIONS. INCLUDE 24" X 24" STEEL GRATE PER ASTM A36 WITH A HOT DIP GALVANIZED FINISH PER SOUTH BAY FOUNDRY MANUFACTURER (OR APPROVED EQUAL). INSTALL

OLDCASTLE INFRASTRUCTURE GRATE INLET FILTER USE FLO-GUARD PRODUCT MODEL NO. FF-24D PER DETAIL ON THIS SHEET OR APPROVED EQUAL. INSTALL CITY OF CAMARILLO "DON'T DUMP DRAINS TO CREEK" CURB MARKER. REFER TO PLAN NO. C-4.1 FOR INLET INVERT AND TOP OF GRATE ELEVATION.

INSTALL 2" MUNICIPEX WITH 10AWG TRACING WIRE DOMESTIC WATER SERVICE AND 1.5" METER PER CITY OF CAMARILLO STANDARD DRAWING W-12. CONNECT WATER LATERAL TO WATER MAIN WITH TAPS 18" SEPARATION.

INSTALL DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY PER CITY OF CAMARILLO STANDARD DRAWING W-29.

INSTALL 48" SEWER MANHOLE WITH PAMREX HINGED COVER WITH "SEWER" CAST IN IT PER CAMARILLO SANITARY DISTRICT STANDARD PLATE 1.

INSTALL 6" TYPE C700 EXTRA STRENGTH CLAY PIPE OR SDR 26 PVC AND

FITTINGS PRIVATE SEWER MAIN PER CAMARILLO SANITARY DISTRICT STANDARD SPECIFICATION (2.1.2) AND STANDARD PLATE 1, PER CITY OF CAMARILLO STANDARD PLATES 12 AND 15, AND PER PLUMBING PLANS IN SEPARATE PERMIT. (SLOPE = 0.0200 MIN)

INSTALL SEWER CLEANOUT PER CAMARILLO SANITARY DISTRICT STANDARD PLATE 16 AND PER PLUMBING PLAN.

INSTALL 9" X 9" CONCRETE MID-STATE CATCH BASIN (OR APPROVED EQUAL) PER MANUFACTURERS SPECIFICATIONS. INCLUDE 9" X 9" STEEL GRATE PER ASTM A36 WITH A HOT DIP GALVANIZED FINISH PER SOUTH BAY FOUNDRY MANUFACTURER (OR APPROVED EQUAL). INSTALL INSERT FILTER USE FLO-GUARD PRODUCT OR APPROVED EQUAL. REFER TO PLAN NO.

C-4.1 FOR INLET INVERT AND TOP OF GRATE ELEVATION.

INSTALL SEWER BACKFLOW DEVICE PER CAMARILLO SANITARY DISTRICT STANDARD PLATE 21.

INSTALL 1" MUNICIPEX WITH 10AWG TRACING WIRE IRRIGATION WATER LATERAL AND 3/4" METER PER CITY OF CAMARILLO STANDARD DRAWING W-11. CONNECT IRRIGATION LATERAL TO WATER MAIN WITH TAPS 18" SEPARATION PER CITY STANDARD PLATE W-11.

INSTALL 2" MUNICIPEX WITH 10AWG TRACING WIRE FIRE WATER LATERAL PER CITY OF CAMARILLO STANDARD DRAWING W-13. CONNECT FIRE WATER LATERAL TO WATER MAIN WITH TAPS 18" SEPARATION PER CITY STANDARD PLATE W-12. CONTRACTOR TO CONFIRM FIRE LINE SIZING PRIOR TO INSTALLATION OF LATERAL.

PROPOSED TRANSFORMER LOCATION AND CONCRETE PAD. SEE
ELECTRICAL PLANS.

INSTALL ROOF DRAIN DOWNSPOUT WITH SPLASH BLOCK AND FLOGARD

DOWNSPOUT FILTER PER DETAIL ON THIS SHEET AND PER ARCHITECTURE PLANS.

INSTALL 12" X 12" SQUARE CATCH BASIN MAUNFACTURED BY NDS OR APPROVED EQUAL WITH BLACK 12" X 12" SQUARE POLYOLEFIN GRATE MANUFACTURED BY NDS OR APPROVED EQUAL.

INSTALL SCHEDULE 40 PVC STORM DRAIN PIPE PER MANUFACTURERS SPECIFICATIONS. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PIPE SIZE.

INSTALL 24" X 24" OVERFLOW RISER PER COUNTY OF VENTURA TECHNICAL GUIDANCE MANUAL FIGURE 6-20. INSTALL OLDCASTLE INFRASTRUCTURE GRATE INLET FILTER USE FLO-GUARD PRODUCT MODEL NO. FF-24D PER DETAIL ON THIS SHEET OR APPROVED EQUAL. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PLAN NO. C-4.2 FOR OVERFLOW RISER AND BASIN DETAILS.

INSTALL 4" X 4" NOTCH IN WALL FOR SHEET FLOW BETWEEN DIFFERENT FINISHED FLOORS. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS.

INSTALL THRUST BLOCK.

INSTALL IRRIGATION BACKFLOW PREVENTER PER CITY OF CAMARILLO STANDARD PLATE W-28 AND PER SPECIFICATIONS ON LANDSCAPE PLANS.

INSTALL IRRIGATION VALVE BOX PER SPECIFICATIONS ON LANDSCAPE PLANS.

INSTALL ROOF DRAIN DOWNSPOUT PER LANDSCAPE PLANS.

INSTALL 4" NDS ROUND ATRIUM GRATE PER DETAIL ON PLAN NO. C-4.2.

INSTALL ADS PERFORATED HDPE STORM DRAIN WITH MIN 0.005 SLOPE PER MANUFACTURERS SPECIFICATIONS. SEE SIZE AND INVERTS OF PIPE ON GRADING AND DRAINAGE PLAN NO. C-4.1.

INSTALL 9"X9" SQUARE CATCH BASIN MAUNFACTURED BY NDS WITH OPEN

BOTTOM INLET AND WITH REGULAR OPENINGS FOR SWALE FLOW AND FOR SIDEWALK UNDERDRAIN OR APPROVED EQUAL WITH GREEN 9" X 9"

SQUARE POLYOLEFIN GRATE MANUFACTURED BY NDS OR APPROVED EQUAL.

INSTALL EV CHARGING STATION PER ELECTRICAL PLANS.

INSTALL EV READY RECEPTACLE PER ELECTRICAL PLANS.

INSTALL LIGHT POLES PER ELECTRICAL PLANS.

INSTALL HDPE STORM DRAIN PIPE PER CITY OF CAMARILLO STANDARDS AND SPECIFICATIONS. SEE SIZE AND INVERTS OF PIPE ON GRADING AND DRAINAGE PLAN NO. C-4.1.

INSTALL SIDEWALK UNDERDRAIN HDPE CIRCULAR PIPE AT 1.0 % SLOPE

MINIMUM AND PER CITY OF CAMARILLO STANDARD CURB DRAIN PLATE E-9 WITH CIRCULAR PIPE. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PIPE SIZES.

INSTALL REDUCED PRESSURE BACKFLOW PER CITY OF CAMARILLO STANDARD DRAWING W-13.

INSTALL DECK DRAIN WITH FLOGARD DOWNSPOUT FILTER PER DETAIL ON THIS SHEET OR APPROVED EQUAL AND PER ARCHITECTURE PLANS. 0 10 20 30 feet
SCALE: 1"=10'
5 CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Composite Utilities Plan.dwg, C-5.1, Jan 09, 2026 11:34am, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794 ● rrmdesign.com
W
SS
2" WATER LINE
6" SEWER LINE
LEGEND

JT JOINT TRENCH LINE
EXISTING 10" WATER MAIN (APPROXIMATE)
SS
G
EXISTING 12" SEWER MAIN (APPROXIMATE)

EXISTING GAS MAIN (APPROXIMATE)

LIMITS OF EXISTING CONCRETE
W
> > FLOWLINE

PROPERTY LINE

SD STORM DRAIN LINE
IR 1" IRRIGATION WATER LINE

VEHICLE OVERHANG
CMU RETAINING WALL, 3' MAX HEIGHT RETAINED, OVERALL HEIGHT

PER PLANS
PERMEABLE PAVERS PER SECTION ONPLAN NO. C-4.2

IMPERMEABLE PAVERS PER LANDSCAPE PLANS
CONCRETE FLATWORK PER LANDSCAPE PLANS, DETAIL ON PLAN NO.

C-4.2 AND/OR GEOTECHNICAL REPORT RECOMMENDATIONS

PLANTED AREA PER LANDSCAPE PLANS
BIORETENTION BASIN PER DETAIL ON PLAN NO. C-4.2
AC PAVEMENT PER DETAIL ON PLAN NO. C-4.2

DECORATIVE CONCRETE FLATWORK PER LANDSCAPE PLANS AND DETAIL ON PLAN NO. C-4.2

EX RIGHT-OF WAY

STEM WALL/EXTRA DEEPENED FOOTING PER GRADING AND

DRAINAGE PLAN

RIGHT-OF WAY

DRY UTILITIES FOR REFERENCE ONLY
FLOGARD DOWNSPOUT FILTER DETAIL N.T.S.FLOGARD GRATE INLET BASKET DETAIL N.T.S.

ERTEC®
”
Construction Details
Unprotected drainage inlet ERTEC® Combo Guard¥ Protected drainage inlet Notes:

NOTES:
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597

OH OH OH OH OH
> > > > > > > > > > > > > > > > >
> >
SD
>
T
> > > > > > > > > > > > >
SD

FW FW FW
> > > > >
> > >

NON-RESIDENTIAL

ARNEILL ROAD

NON-RESIDENTIAL

RESIDENTIAL

RESIDENTIAL

RESIDENTIAL RESIDENTIAL
ALLEY
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD
JT
W

IR IR IR IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

SS SS SS SS SS
PERMEABLE PAVERS #1
PERMEABLE PAVERS #2

BIORETENTION
BASIN
7 7
7 7
7 7
7 7
4 5
6 1
9 9
9 9
2 8
8 8
8 8
3 3
3 3
3 3
3 3
10 12
11 3
3 7

PRE- AND DURING CONSTRUCTION KEYNOTES
# BMP NAME SYMBOL
SE-5 FIBER ROLLS
TC-1 STABILIZED CONSTRUCTION ENTRANCE
SE-10 STORM DRAIN INLET PROTECTION
WM-3 STOCKPILE MANAGEMENT
WM-1 MATERIAL DELIVERY AND STORAGE
WM-2 MATERIAL USE
SE-7 STREET SWEEPING
SE-1 TEMPORARY CONSTRUCTION SILT FENCE
SE-6 GRAVEL BAGS
WM-8 CONCRETE WASHOUT
WM-9 SANITARY WASTE MANAGEMENT - PORTABLE TOILET
NS-10 VEHICLE AND EQUIPMENT MAINTENANCE
WE-1 WIND EROSION CONTROL
1 2
3 4
5 6
7 8
9 10
11 12
13 PRE-CONSTRUCTION AND DURING CONSTRUCTION NOTES:

1. PERIMETER CONTROL BMP'S AND STABILIZED CONSTRUCTION ENTRANCES SHALL BE IN PLACE PRIOR TO ANY GROUND DISTURBANCE.

2. THE CONTRACTOR SHALL USE CLASS II BASE FOR THE STABILIZED CONSTRUCTION ENTRANCE OR ALTERNATE METHODS THAT ACHIEVE THE DESIRED RESULTS. NO TRACKING WILL BE ALLOWED ONTO CITY STREET.

3. THE CONTRACTOR MAY UTILIZE RUMBLE PLATES IN LIEU OF RIP RAP AT THE CONSTRUCTION ENTRANCES AS LONG AS THEY ACCOMPLISH THE DESIRED RESULTS.

4. OFFSITE CONSTRUCTION THAT INCLUDES DEMOLITION AND REPLACEMENT OF EXISTING ASPHALT SHALL BE COMPLETED WHEN THERE IS NO FORECAST RAIN EVENTS. AREAS THAT WILL BE IDLE FOR EXTENDED PERIODS OF TIME SHALL BE COVERED WITH TEMPORARY ASPHALT PATCHING, (COLD MIX).

5. ANY GRADED AREAS THAT ARE GOING TO SIT IDLE FOR MORE THAN TWO WEEKS, SHALL HAVE AN APPROPRIATE GROUND COVER BMP APPLIED.

6. THE LOCATIONS SHOWN FOR THE EQUIPMENT AND MATERIAL DELIVERY STORAGE AREAS AND CONCRETE WASTE CLEANOUT MAY BE RELOCATED DURING CONSTRUCTION.

7. INSTALL GRAVEL BAGS 5' UPSTREAM OF EXISTING CURB CUTS.

8. BIORETENTION BASIN MUST REMAIN OFFLINE UNTIL AREAS DRAINING TO IT ARE STABILIZED.

9. PERMEABLE PAVEMENT SHOULD BE LAID CLOSE TO LEVEL AND THE BOTTOM OF THE BASE LAYERS MUST BE LEVEL TO ENSURE UNIFORM INFILTRATION.

10. PERMEABLE PAVEMENT SURFACES SHOULD NOT BE USED TO STORE SITE MATERIALS, UNLESS THE SURFACE IS WELL PROTECTED FROM ACCIDENTAL SPILLAGE OR OTHER CONTAMINATION.

11. TO PREVENT/MINIMIZE SOIL COMPACTION IN THE AREA OF THE PERMEABLE PAVEMENT INSTALLATION, USE LIGHT EQUIPMENT WITH TRACKS OR OVERSIZED TIRES.

12. DIVERT STORMWATER FROM THE AREA AS NEEDED (BEFORE AND DURING INSTALLATION).

13. THE PAVEMENT SHOULD BE THE LAST INSTALLATION DONE AT A DEVELOPMENT SITE. LANDSCAPING

SHOULD BE COMPLETED AND ADJACENT AREAS STABILIZED, BEFORE PAVEMENT INSTALLATION TO MINIMIZE THE RISK OF CLOGGING.

14. VEHICULAR TRAFFIC SHOULD BE PROHIBITED FOR AT LEAST 2 DAYS AFTER INSTALLATION. 0 10 20 30 feet
SCALE: 1"=10'
5 >
>>
>>>>
>>>>
>>>>>
>
>
>
>
T
>>>>
>>>>>
>>>>

FW FW FW
> > > > >
>>>
> > > > > > > > > > > > > > > > > > > > > > > >
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
JT
W

IR IR IR IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

SS SS SS SS SS

OH OH OH OH OH
ALLEY

ARNEILL ROAD

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG RESIDENTIAL BLDG

RESIDENTIAL BLDG
1 2
3 45
6 8
7 9
10 11
12 13
14 16 15
17 18
20 19
22 21
23 24
25 26
27 28
29 30
31 32 33
34 35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50 51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 70
71 72
73 75 74
76 77
78 79
80 81
82 83
84 85 86
87 88 89
90 91
92 93
94 95
96 97
98 99 100
101
102
103
104
105
106
107 108
109
110
111
112 113
114 115
116 117
118 119
120 121
122
123
124
125
126
127
128 129
130
131
133 132
134
135
136 137
138
139
140
141
142
143
144 145
146
147
148 149
R7'
R3'
R1'
R10'
R10'
R10'
R3'
R2.5'
R3'
R2.75'
9'
TYP.
18'
TYP.
5'
5' 5'
R5' R5'
150 151
152 153
N89°57'37"E 133.54'
N89°57'25"E 133.53'
17' 2' 25' 18' 6.5'
154
155 156
157
158
159
160
161 162
163
164 165
166 167
168
169
170
171
172
173
174
175
184
185
186
N0°01'47"W 125.08'
N0°01'53"W 125.09'
176
177 178
180 179
181 182

1.5'
6'
5'
183

0.67'

CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Horizontal Control Plan.dwg, C-7.1, Jan 09, 2026 11:34am, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794
● rrmdesign.com
0 10 20 30 feet
SCALE: 1"=10' 5

ABBREVIATIONS

FS FINISHED SURFACE

BC BEGIN CURVE

EC END CURVE

FOC FACE OF CURB

FOW FACE OF WALL

BLDG BUILDING CORNER

FL FLOW LINE

SW SIDE WALK

TC TOP OF CURB

CONC CONCRETE

EDGE CONC EDGE OF CONCRETE

EP EDGE OF PAVEMENT

BLDG CRN BUILDING CORNER

RW RETAINING WALL

SAWCUT SAWCUT

CNTL CONTROL POINT
Point Table
Point # 123456789
10 11
12 13
14 15
16 17
18 19
20 Raw Description
FL
EC/TC
BC/TC
EC/TC
TC

TC/CONC
CONC

TC/CONC
TC
BC/TC
EC/TC

BC/TC/FL

TC/CONC
EC/TC
TC

TC/CONC
CONC
TC
BC/TC
EC/TC
Northing
9895.0810
9885.0915
9885.1055
9888.1070
9903.1077
9903.1476
9886.1476
9886.1072
9903.1702
9891.1704
9890.1709
9859.1725
9858.1708
9856.1709
9841.1702
9841.1566
9858.1566
9841.1371
9856.6433
9856.6407
Easting
9989.9794
10000.2097
10018.7459
10021.7437
10021.7358
10074.7358
10074.7447
10020.9812
10104.7358
10104.7421
10105.7426
10107.7581
10105.5227
10104.7603
10104.7681
10086.7676
10086.7592
10060.7681
10060.7601
10055.7601
Point Table
Point #
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
Raw Description
TC
TC
BC/TC

TC/CONC

EC/TC/FL

TC/CONC
BC/TC
FL

EDGE CONC

EDGE CONC
FL
FL
FL

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

BC/EDGE CONC

EC/EDGE CONC
Northing
9841.1333
9841.1062
9856.1062
9858.1057
9859.1040
9859.1025
9859.0915
9849.0858
9926.5932
9926.5915
9932.1359
9962.9346
9962.9531
9963.0318
9960.9069
9963.0397
9951.8145
9942.9437
9942.9446
9940.9457
Easting
10055.7681
10019.7682
10019.7569
10018.9914
10016.7546
10014.7546
10000.1198
9990.0023
10003.1973
10000.1869
10001.7667
10001.7444
10012.2433
10028.3226
10015.6889
10039.5923
10039.6001
10028.3755
10030.0459
10032.0469
Point Table
Point #
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
Raw Description

EDGE CONC

BC/EDGE CONC

EC/ EDGE CONC

EDGE CONC

EDGE CONC
CONC
CONC
CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC
FL
FL
FL
FL
FL
FL

BC/ EDGE CONC

EC/EDGE CONC
Northing
9943.6686
9928.7426
9927.7426
9927.7426
9929.1436
9923.9897
9910.1253
9910.1127
9912.1697
9909.6227
9909.6275
9909.6370
9941.6121
9931.2658
9942.3420
9930.2666
9962.3406
9962.3246
9909.6465
9911.6475
Easting
10039.6046
10039.6047
10040.6047
10041.6133
10032.0534
10036.5529
10036.5605
10028.3938
10041.6219
10041.6238
10047.7899
10055.9358
10030.0019
10030.0073
10040.6046
10040.6047
10112.9588
10089.8912
10073.2329
10075.2314
Point Table
Point #
61 62
63 64
65 66
67 68
69 70
71 72
73 74
75 76
77 78
79 80
Raw Description

EDGE CONC

EDGE CONC

BC/EDGE CONC

EC/EDGE CONC

BC/EDGE CONC

EC/EDGE CONC

EDGE CONC
FL
FL
FL

BC/EDGE CONC

EC/EDGE CONC

EDGE CONC
FL
FL

EDGE CONC

EDGE CONC

BC/EDGE CONC

EC/EDGE CONC

EDGE CONC
Northing
9921.1882
9921.1915
9911.6675
9910.6680
9910.6767
9911.6772
9921.2016
9962.3240
9962.3088
9962.3079
9910.6704
9909.6709
9909.6900
9962.3074
9962.2925
9900.2494
9900.2523
9898.4380
9888.9620
9889.6389
Easting
10075.2264
10081.2264
10081.2314
10082.2319
10098.7319
10099.7314
10099.7264
10089.1100
10067.1400
10065.8912
10104.7319
10105.7327
10122.5658
10065.1100
10043.6244
10000.2013
10005.3879
10003.7197
10014.0253
10013.2892
Point Table
Point #
81 82
83 84
85 86
87 88
89 90
91 92
93 94
95 96
97 98
99 100
Raw Description

BC/EDGE CONC

EC/EDGE CONC

EDGE CONC
TC
TC
TC
TC
TC
TC
TC
TC

EDGE CONC

EDGE CONC

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT
Northing
9894.0555
9895.9488
9895.9493
9910.1660
9910.1698
9910.1730
9910.1768
9903.1574
9903.1612
9903.1529
9903.1657
9885.1845
9859.1845
9890.1871
9854.1871
9890.1883
9854.1861
9915.1302
9941.0054
9941.0074
Easting
10017.3503
10018.5283
10021.2396
10081.7356
10087.7322
10092.7322
10098.7323
10087.7358
10092.7358
10081.7359
10098.7376
10123.7464
10123.7636
10128.7426
10128.7614
10130.7426
10130.7614
10128.7353
10128.7161
10131.4639
Point Table
Point #
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
Raw Description

EP/SAWCUT

EDGE CONC

EDGE CONC
RW
RW
RW
RW
RW
RW

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC
Northing
9915.1322
9839.0905
9849.8550
9839.7615
9839.8541
9959.2997
9963.6877
9963.7644
9903.6842
9957.3160
9957.3285
9957.3214
9957.3230
9957.3289
9957.3416
9957.3351
9957.3367
9957.3421
9957.3547
9957.3482
Easting
10131.4905
10000.2349
10000.2290
10000.2345
10123.2688
10012.7839
10012.7815
10123.2042
10123.2356
10042.3783
10065.1127
10052.1700
10055.1700
10065.8940
10089.1127
10077.1283
10080.1283
10089.8940
10112.9617
10101.0033
Point Table
Point #
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
Raw Description

EDGE CONC
FL
FL

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT
Northing
9957.3498
9917.5689
9917.5689
9839.0841
9839.0833
9864.5287
9864.5287
9868.5287
9868.5287
9907.2173
9907.2173
9910.2194
9910.2110
9914.2110
9914.2194
9919.1420
9919.1420
9933.2341
9933.2093
9937.1602
Easting
10104.0033
10097.9245
10081.9155
9988.6328
9987.1445
9987.1097
9960.1105
9960.1105
9987.1055
9987.0977
9960.1105
9960.1105
9941.6976
9941.6954
9960.1105
9960.1105
9987.0912
9986.9003
9941.6850
9941.6828
Point Table
Point #
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
Raw Description

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
Northing
9937.2342
9946.8288
9946.8288
9950.8288
9950.8288
9954.1416
9954.1535
9967.8414
9967.8406
9850.6760
9850.6803
9844.6760
9844.6803
9890.1845
9884.0926
9884.0963
9860.1080
9860.1029
9884.1682
9884.1797
Easting
9987.0812
9987.0812
9960.1105
9960.1105
9987.0738
9987.0716
9960.1105
9960.1105
9988.5644
10110.3465
10118.1798
10110.3498
10118.1831
10123.7426
10002.1784
10013.7469
10002.1678
10013.7650
10107.4102
10122.7399
Point Table
Point #
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
Raw Description
CONC
CONC

EDGE CONC

BLDG CRN

BLDG CRN

BLDG CRN

BLDG CRN

BLDG CRN

BLDG CRN

BLDG CRN

BLDG CRN

EDGE CONC
FL
FL
SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT
Northing
9860.1741
9860.1848
9894.6145
9957.3155
9956.3551
9921.9593
9921.1830
9959.3083
9909.1208
9960.8049
9909.8049
9964.1790
9967.8414
9839.0849
9967.8414
9966.2093
9962.2093
9962.2194
9883.8591
9883.8282
Easting
10107.4271
10122.7569
10000.2044
10041.5971
10113.7435
10113.7623
10065.7628
10028.3252
10028.3944
10003.1785
10003.2065
10000.1662
9990.0187
9990.0145
9999.8457
9941.6669
9941.6691
9960.1105
9987.1076
9940.7120
Point Table
Point #
181
182
183
184
185
186
Raw Description

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT
CNTL
CNTL
CNTL
Northing
9877.8282
9877.8591
9966.2194
9936.1328
9965.8754
9899.2026
Easting
9940.7153
9987.0959
9960.1105
9985.0881
10124.5840
10140.8704

CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Horizontal Control Plan.dwg, C-7.2, Jan 09, 2026 11:35am, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794
● rrmdesign.com
0 10 20 30 feet
SCALE: 1"=10' 5

OH OH OH OH OH
> > > > > > > > > > > > > > > > >
> >
SD
>
> > > > > > > > > > > > >
SD
FW
> > > > >
>
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD
JT
IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

SS SS SS SS
APN: 162-0-012-325
///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// SS 3
2 3
2 2
2 3
3 48
3 4
4 4
4 4
4 4
4 4
4 26
26 27
28 28
28 8
8 8
8 9
9 11 11 37
12 16
13 15
15 13
39 39
15 2
5 2
17 17
17 19
20 21
21 24
48 22
25 14
18 20
20 20
17 17 17
17 17
17 15
17 2
2 48
18 14
17 17
17 17
17 17
17 17
17 17
10 34
30 30
30 31
17 17
17 32 32
32 32 32
32 32
32 32
32 35
33 35
33 11
36 36 11
37 37
11 17
38 40
40 40
40 40
42 42 42
40 41
41 19
17 29
29 29
45 23
14 14
14 14
43 43
45 45
45 45
45 46 46
46 17
17 17
17 17
47 47
9 6
6 42
42 48
ALLEY

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG

NON-RESIDENTIAL BLDG
TYP
TYP

TYP TYP

RESIDENTIAL BLDG RESIDENTIAL BLDG

RESIDENTIAL BLDG
TYP
TYP
PERMEABLE PAVERS #1
PERMEABLE PAVERS #2
TYP

RIGHT-OF-WAY DEDICATION

FLOWLINE FLOWLINE FLOWLINE
FL
FL
FL
NOTE:

CONTRACTOR TO APPLY

PAVEMENT TREATMENT (OVERLAY

OR TYPE II SLURRY) ON THE ALLEY

OF A TYPE AND AT LIMITS

DESIGNATED BY THE
DEPARTMENT OF PUBLIC WORKS.

PAVEMENT TREATMENT MUST

INCLUDE, BUT NOT LIMITED TO,

REMOVAL OF PAVEMENT

DELINEATION, CRACK SEALING,

UTILITY ADJUSTMENTS, PAVEMENT

REPAIR WORK, INSTALLATION OF

THERMOPLASTIC PAVEMENT

DELINEATION, AND ALL

NECESSARY PREPARATORY
WORK
SAWCUT
LINE

EX ROW

PROPOSED ROW
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
9' TYP.
18' TYP.
12' TYP.
5' TYP.
19'
7'
6' 5' 5'
3'

17.5'
2' VEHICLE OVERHANG TYP.
10'
9' TYP.
18' TYP.

1.5'
2'
R3'
R3'
R2.5'
R10'
5'
5'
26'
10'
5'
9 TYP

CONSTRUCTION NOTES
CONSTRUCT 8" CURB AND GUTTER PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CONSTRUCT 6" CURB WITH DEPTH OF 40" OR 6" BELOW BOTTOM OF ROCK

WHEN ADJACENT TO PERMEABLE PAVERS PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CONSTRUCT 6" CURB PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CONSTRUCT 5" REINFORCED P.C.C. CONCRETE SIDEWALK OVER 4" OF COMPACTED (95% OR GREATER) COARSE AGGREGATE BASE. USE #4 REBAR 24" O.C. EACH WAY OR SEE GEOTECHNICAL REPORT FOR
FLATWORK CONSTRUCTION REQUIREMENTS, WHICHEVER IS GREATER.

SECTION DETAIL, SCORE LINES AND EXPANSION JOINTS PER LANDSCAPE PLANS.

CONSTRUCT 8" CURB PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CONSTRUCT TRANSITION FROM 8" CURB TO 6" CURB PER CITY OF CAMARILLO STANDARD PLATE E-4.2.

INSTALL STANDARD CROSS GUTTER PER CITY OF CAMARILLO STANDARD PLATE E-3.1.

INSTALL PERMEABLE PAVERS PER DETAIL ON PLAN NO. C-4.2.

INSTALL 6' WIDE WHEEL STOPS PER CITY OF CAMARILLO MUNICIPAL CODE SECTION 19.44.

INSTALL ADA VAN SIGN AND PARKING STALL PER 2023 CAL TRANS STANDARD PLAN A90A.

CONSTRUCT 72" PRIVACY FENCE ATOP CMU RETAINING WALL PER STRUCTURAL PLAN AND WALL PROFILE IN SEPARATE PERMIT. REFER TO GRADING AND DRAINAGE PLAN NO. C-4.1 FOR FG AT WALL AND TOP OF

WALL HEIGHTS AT LOCATIONS WHERE RETAINING WALL DIRECTION CHANGES OR WHERE BUILDING WALL INTERSECTS CMU RETAINING WALL.

INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY PER 2023 CAL TRANS STANDARD PLAN A90A.

INSTALL PARKING LOT LAYOUT AND STRIPING PER CITY OF CAMARILLO MUNICIPAL CODE SECTION 19.44.

CONSTRUCT MIN. 6" AC PAVING WITH MIN. 6" OF COMPACTED (95% OR BETTER) CLASS II AGGREGATE BASE. FINAL PAVEMENT SECTION TO BE

DETERMINED BY APPROVED TRAFFIC INDEX AND FINAL TEST R-VALUE, AND

PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT. REFER TO DETAIL ON PLAN NO. C-4.2.

CONSTRUCT 5" VEHICULAR CONCRETE FLATWORK OVER 6" OF
COMPACTED (95% OR GREATER) COARSE CLASS II AGGREGATE BASE. USE #4 REBAR 12" O.C. EACH WAY OR SEE SOILS REPORT FOR FLATWORK CONSTRUCTION REQUIREMENTS, WHICHEVER IS GREATER. REFER TO DETAIL ON PLAN NO. C-4.2. SCORE LINES AND EXPANSION JOINTS PER LANDSCAPE PLANS.

INSTALL 26' WIDE COMMERCIAL DRIVEWAY PER COUNTY OF VENTURA STANDARD PLATES E-2A AND E-2B AND PER SPPWC 110-2. MODIFIED AS SHOWN.

REFER TO STORM DRAIN, SEWER AND WATER PLAN (DRY UTILITY REFERENCES) PLAN NO. C-5.1 FOR ALL UTILITIES INFORMATION.

REMOVE AND REPLACE EXISTING AC PAVEMENT PER CITY OF CAMARILLO STANDARD PLATE E-10.

INSTALL TRASH ENCLOSURE WITH ROOF AND CONCRETE SLAM PAD PER ARCHITECTURE PLANS AND PER CITY STANDARD S-1.

INSTALL IMPERMEABLE PAVERS PER LANDSCAPE PLANS.

INSTALL BIKE RACK PER LANDSCAPE PLANS.

INSTALL STEPSTONES PER LANDSCAPE PLANS.

INSTALL CONCRETE FILLED BOLLARD WITH DIRECTIONAL CHEVRONS TO DIRECT TRAFFIC.

INSTALL PROTECTIVE BOLLARDS PER SOUTHERN CALIFORNIA EDISON STANDARD MC 830.

INSTALL DECORATIVE COBBLE PER LANDSCAPE PLANS.

INSTALL PERPENDICULAR CURB RAMP AND TRUNCATED DOMES PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 111-5, CASE D, TYPE 2.

INSTALL PARALLEL CURB RAMP AND TRUNCATED DOMES PER CBC 11B-406 AND 11B-705.

INSTALL 3' WIDE, YELLOW TRUNCATED DOMES OF APPROVED DETECTABLE WARNING SURFACE PER CBC 11B-705 OR APPROVED EQUAL.

INSTALL NO PARKING SIGN WITH DOUBLE ARROW PER CALTRANS
STANDARD R7-1 AND CITY OF CAMARILLO SIGN DETAIL TR-6.

INSTALL STAIRS PER ARCHITECTURE PLANS.

CONSTRUCT BIORETENTION BASIN PER DETAIL ON PLAN NO. C-4.2.

INSTALL EXTRA DEEPENED FOOTING/STEM WALL
INSTALL SIGN R100B PER 2023 CAL TRANS STANDARD PLAN A90A.

INSTALL SIGN WITH ISA SYMBOL PER CALGREEN, 11B-812.8.3.

ADD SIGN AND POST THAT STATES PARKING IN EV STALL IS FOR CHARGING

ONLY AND VEHICLE NOT CONNECTED TO THE CHARGE CAN BE
REMOVED/TOWED.

CONSTRUCT CMU RETAINING WALL PER STRUCTURAL PLAN AND WALL PROFILE DETAILED IN SEPARATE PERMIT. REFER TO GRADING AND DRAINAGE PLAN NO. C-4.1 FG AT WALL AND TOP OF WALL HEIGHTS AT

LOCATIONS WHERE RETAINING WALL DIRECTION CHANGES OR WHERE BUILDING WALL INTERSECTS CMU RETAINING WALL.

CONSTRUCT WROUGHT IRON FENCE ATOP STEM WALL PER STRUCTURAL PLAN AND WALL PROFILE DETAILED IN SEPARATE PERMIT. REFER TO GRADING AND DRAINAGE PLAN NO. C-4.1 FOR FG AT WALL AND TOP OF

WALL HEIGHTS AT LOCATIONS WHERE RETAINING WALL DIRECTION CHANGES OR WHERE BUILDING WALL INTERSECTS CMU RETAINING WALL.

INSTALL RIPRAP ENERGY DISSIPATER PER DETAIL ON PLAN NO. C-4.2.

INSTALL COMPACT PARKING LOT LAYOUT AND STRIPING OF DIMENSIONS 9'X18' PER CITY OF CAMARILLO MUNICIPAL CODE SECTION 19.44. INSTALL STRIPING OF WORD "COMPACT" ACROSS TOP OF COMPACT PARKING STALLS.

INSTALL VEGETATED SWALE PER DETAIL ON PLAN NO. C-4.2.

INSTALL POTTED PLANT IRRIGATION PLANTER PER DETAIL 6 ON LANDSCAPE SHEET LI503.

INSTALL CONCRETE V-GUTTER PER DETAIL ON PLAN NO. C-4.2. WIDTH PER PLAN.

INSTALL DECORATIVE CONCRETE FLATWORK PER LANDSCAPE PLANS AND DETAIL ON PLAN NO. C-4.2.

INSTALL 42" T-TOPO DELINEATOR POST WITH BASE THAT COMPLIES WITH CALTRANS STANDARD PLAN A73C.

INSTALL AC DIKE OF CLASS III-D-PG70-10 ASPHALT CONCRETE TYPE WITH

WEEPHOLES EXTENDING THROUGH BERM INTO THE ALLEY PER DETAIL A ON CALTRANS STANDARD PLAN A87B.

INSTALL STRIPING OF WORDS "EV CHARGING ONLY" ACROSS THE TOP OF EV STALL.

INSTALL STRIPING OF WORDS "NO PARKING" ACROSS THE TOP OF ADA CROSSWALK.

CONSTRUCT 6" CURB AND MODIFIED 1' GUTTER LIP PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

EX RIGHT-OF-WAY LINE

PROPERTY LINE
W
SS
2" WATER LINE
6" SEWER LINE
LEGEND

JT JOINT TRENCH LINE
EXISTING 10" WATER MAIN (APPROXIMATE)
SS
G
EXISTING 12" SEWER MAIN (APPROXIMATE)

EXISTING GAS MAIN (APPROXIMATE)

LIMITS OF EXISTING CONCRETE
W
CMU RETAINING WALL, 4' MAX HEIGHT RETAINED PER SEPARATE

PERMIT, REFER TO WALL PROFILE PLAN IN SEPARATE PERMIT
PERMEABLE PAVERS PER SECTIONS ON PLAN NO. C-4.2

IMPERMEABLE PAVERS PER LANDSCAPE PLANS

CONCRETE FLATWORK PER LANDSCAPE PLANS, DETAIL ON PLAN
NO. C-4.2 AND/OR GEOTECHNICAL REPORT RECOMMENDATIONS

PLANTED AREA PER LANDSCAPE PLANS
BIORETENTION BASIN PER DETAIL ON PLAN NO. C-4.2
> > FLOWLINE

RIGHT-OF WAY LINE

SD STORM DRAIN LINE
IR 1" IRRIGATION WATER LINE

VEHICLE OVERHANG
AC PAVEMENT PER DETAIL ON PLAN NO. C-4.2

DECORATIVE CONCRETE FLATWORK PER LANDSCAPE PLANS AND
DETAIL ON PLAN NO. C-4.2

STEM WALL/EXTRA DEEPENED FOOTING PER GRADING AND
DRAINAGE PLAN NO. C-4.1
0 10 20 30 feet
SCALE: 1"=10'
5 OH OH

7.5%
MAX
APN: 162-0-012-325
9'
18'
12'
> >
SD
>
> > > > > > > > > > > > >
SD
FW
> > > > >
>
> > > > > > > > > > > > > >
SD
SDSD
> >
> >

FW FW FW FW FW FW
SD
SD
JT
IR
SS
SS

10.15'
MATCH EX.
168
168
166
166
1678
169
169
166
167
168
167
168
168
168
169
169
169
166
167
167
B
6'
3'
4'

1.5'

7.5%
MAX
MAX

1.5%
MAX

1.5%
MAX

1.5%

5.0%

EX SIDEWALK
ALLEY

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG RESIDENTIAL BLDG

RESIDENTIAL BLDG

EXISTING PROPERTY
LINE
4" PVC PIPE
165.39 INV
166.63 TG
4"PVC PIPE 164.60 INV
4"X4"OPENING
WITH 9 SF OF RIVER ROCK

ON DOWNSTREAM SIDE
169.08 TG
166.96 INV
169.43 INV
4"X4"OPENING
(1) 3" SW UNDERDRAIN
166.21 TG
165.84 INV IN/OUT
169.19 INV 166.75 4"X4"OPENING INV
6" PERF PIPE
164.14 INV
6" PERF PIPE
164.08 INV
6" PERF PIPE
164.00 INV
166.60 TG
4" PVC PIPE 164.46 INV IN
6" PVC PIPE 164.46 INV OUT
167.11 TG
4" PVC PIPE 165.65 INV
167.15 TG
4" PVC PIPE 165.81 INV
168.38 TG
4" PVC PIPE 167.04 INV
166.67 TG
6" PVC PIPE 164.41 INV
164.41 INV OUT
166.70 TG
6" PVC PIPE 164.36 INV
6" PVC PIPE 164.36 INV OUT
167.31 TG
6" PVC PIPE 164.30 INV
6" PVC PIPE 164.30 INV OUT 167.33 TG
6" PVC PIPE 164.27 INV
6" PVC PIPE 164.27 INV OUT
166.00 TG
4" PVC PIPE 164.50 INV
167.53 TG
PVC SIZES VARY 164.18 INV
6" PERF PIPE 164.18 INV OUT
166.54 TG
4" PVC PIPE
164.59 INV
166.33 TG
4" PVC PIPE
164.53 INV
(1) 3" X 5"

RECTANGULAR

UNDERDRAIN
166.40 INV
TOP OF PLANTER 169.81
4" PVC PIPE 165.00 INV
TOP OF PLANTER 169.80
4" PVC PIPE 165.47 INV
164.44
INV

BEGIN STEM
WALL MAX HT 12"

END STEM WALL
MAX HT 12"

END EDF
MAX HT 12"

BEGIN EDF
MAX HT 12"

END EDF
MAX HT 12"

BEGIN EDF
MAX HT 12"
166.73 FS/HP
PROVIDE 12" THICKENED

EDGE ALONG BACK OF SW

FENCE AND GATE PER

LANDSCAPE PLANS

BEGIN STEM WALL
MAX HT 12"

END STEM WALL
MAX HT 12"
BEGIN STEM WALL; MAX HT 12"

END STEM WALL
MAX HT 12"
PROVIDE 12" THICKENED

EDGE ALONG BACK OF SW
166.13
FG
166.13
FG
PROVIDE 12" THICKENED

EDGE ALONG BACK OF SW
PROVIDE 12" THICKENED

EDGE ALONG BACK OF SW
168.35 TG
4" PVC PIPE 166.85 INV
168.35 TG
4" PVC PIPE 166.25 INV
167.81 TG
4" PVC PIPE 166.47 INV
168.13 TG
4" PVC PIPE 166.79 INV
168.35 TG
4" PVC PIPE 165.95 INV
168.44 TC
167.94 FL
167.53 TC
167.03 FL
167.53 TC
167.03 FL 168.92 TC
168.42 FL
169.38 TC
168.88 FS
169.40
FS
169.08
FS
169.34
FS
168.94
FS
167.61
FS
166.75
FS
166.67
FS
166.79
FS
169.47
FS
169.23
FS
169.58
FS
169.0
FG
166.65
FS
168.5
FG/HP
165.92
FL
166.76
FS 166.75
FS
166.75
FS
167.36
FS
166.80
FS
167.04
FS
166.78
FS
166.74
FS
167.35
FS 166.76
FS
166.76
FS
166.76
FS
166.76
FS
166.80
FS
168.8
FG
169.75
FS
169.71
FS
169.71
FS
166.80
FS
166.00
FL
168.62
FS 168.69
FS
169.05
FS
169.05
FS
166.76
FS 166.80
FS
C
L
169.25 FF
169.23 FS
169.60 FF
169.58 FS
169.60 FF
169.58 FS 169.25 FF
169.23 FS
166.80 FF
166.78 FS
168.00 FF
167.98 FS
166.80 FF
166.78 FS
166.80 FF
166.78 FS
166.80 FF
166.78 FS 166.80 FF
166.78 FS
169.56
FS
169.28 TC
168.78 FS
169.03 TC
168.53 FS
166.71

MATCH EX FS
166.81
FS
167.25
FS
167.26
FS
167.38
FS
167.61
FS
168.67

EX FG
169.20

MATCH EX FS
167.85

MATCH EX FS
166.65
FS
167.37
FS
167.23
FS
169.38
FS
169.41
FS
169.00
FS
169.08
FS
167.56
FS
167.48
FS
167.36
FS
167.36
FS
167.35
FS
169.77
FS
168.44

EX FG
168.33

MATCH EX FS
168.25

MATCH EX FS
168.53
MATCH EX FS 168.54

MATCH EX FS
168.68

MATCH EX FS
168.73

MATCH EX FS
165.85
FL
166.60
FS
169.25
FS
169.17
FS
167.96
FS
167.11
FS
169.04
FS
166.65
FS
167.7
FG
168.5
FG
168.5
FG
168.8
FG
168.9
FG
167.94 TC
167.44 FL
169.15
FS
167.39
FS 167.37
FS
166.5
FG
168.6
FG
168.4
FG
169.20
FS
169.46
FS
169.56
FS
169.56
FS
168.9
FG
167.06

MATCH EX FS
167.9
FG/HP
168.2
FG/HP
168.7
FG/HP
167.91 TC
167.41 FL
168.90 TC
168.40 FL
168.37

EX FG
168.63

MATCH EX FG
168.91

MATCH EX FG
165.9
FG
169.53
FS
169.27
FS
169.17
FS
166.83
FS
166.73
FS
169.62
FS
169.12
FS
168.42

EX FG
168.91

MATCH EX FS
169.08
MATCH EX FS 168.94

MATCH EX FS
167.00
FS

3.2%

1.5%

0.6%

1.5%

1.2%

1.7%

1.5%

1.8%

1.6%

13.7%

13.4%

7.6%

2.1%

12.1%

9.3%

10.3%

8.3%

0.6%

0.6%

1.4%

1.5%

1.2%

0.5%

3.2%

0.3%

1.9%

4.8%

1.5% 1.9%

14.8%

3.6% 5.4%

2.0%

1.8%

1.0%

1.4%

1.1%

1.2%

1.1%
169.41
FS
FF = 166.80
PAD = 166.05
FF = 166.80
PAD = 166.05
FF = 169.25
PAD = 168.50
FF = 166.80
PAD = 166.05 FF = 169.60
PAD = 168.85
FF = 168.00
PAD = 167.25
RETAINING WALL WITH 6' WROUGHT IRON FENCE
TRW ELEV: 169.00; RETAINING WALL HT = 1.50'
TW ELEV(TRW ELEV + 6' FENCE REQ'D): 175.00
TRW ELEV: 167.00; RETAINING WALL HEIGHT: 2.00'
TW ELEV(TRW ELEV + 6' PRIVACY FENCE REQ'D): 173.00
PROVIDE 4"x4" OPENING FOR DRAINAGE
BEGIN WALL. START 6.0'

PRIVACY FENCE MIN HEIGHT

FROM TOP OF RETAINING WALL
TRW ELEV: 166.50
RETAINING WALL HT = 1.50'
END RETAINING WALL WITH 6' WROUGHT IRON FENCE
TRW ELEV: 170.00; RETAINING WALL HT = 2.50'
TW ELEV(TRW ELEV + 6' FENCE REQ'D): 176.00
TRW ELEV: 169.50; RETAINING WALL HEIGHT =

4.00'
TW ELEV(TRW ELEV + 6' PRIVACY FENCE REQ'D):
175.50
TRW ELEV: 169.50; RETAINING WALL HT = 2.00'
TW ELEV:175.50
TRW ELEV: 168.00; RETAINING WALL HEIGHT = 3.00'
TW ELEV(TRW ELEV + 6' PRIVACY FENCE REQ'D): 174.00
TRW ELEV: 170.00; RETAINING
WALL HEIGHT = 2.50'
TW ELEV:175.50
CORNER OF EX BUILDING. END CONSISTENT WALL
HEIGHT ALONG BACK OF EXISTING BUILDING. START
WROUGHT IRON FENCE ON TOP OF RETAINING WALL.

TRW ELEV: 169.00; RETAINING WALL HT = 2.50'
TW ELEV(TRW ELEV + WROUGHT IRON FENCE): 175.00
CORNER OF EX BUILDING. END 6.0' MINIMUM PRIVACY WALL
HEIGHT ABOVE RETAINING WALL. MAINTAIN CONSISTENT
WALL HEIGHT ALONG BACK OF EXISTING BUILDING.

1. THE PROJECT SOILS REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.

2. SLOPE ADJACENT LANDSCAPE AREA TO DRAIN INTO LOCAL AREA DRAINS.

3. SLOPE INTERNAL HARDSCAPE, (WALKWAYS AND SIDEWALKS) AT 2% MAX. CROSS SLOPE AND AT 5% MAX RUNNING SLOPE.

4. SEE STORM DRAIN, SEWER AND WATER PLAN (DRY UTILITY REFERENCES)ON PLAN NO. C-5.1 FOR DRY UTILITIES REFERENCE AND STORM DRAIN SYSTEM DESIGN INFORMATION.

5. SEE PLAN NO. C-1.1 FOR GRADING NOTES.

6. SEE SITE IMPROVEMENT PLAN ON PLAN NO. C-3.1 FOR CONSTRUCTION NOTES.

7. OVER EXCAVATION OF 6' DEPTH BELOW EXISTING GRADE MINIMUM REQUIRED IN

ALL AREAS WHERE BIORETENTION BASIN AND PERMEABLE PAVERS ARE TO BE INSTALLED.

BUILDING PL
CUT: ±300 cu-yds
FILL: ±160 cu-yds
MAX CUT DEPTH: ±9 FT
MAX FILL HEIGHT: ±2 FT
AREA OF DISTURBANCE:16,700 SF

EARTHWORK BALANCE NECESSITATES BORROWING OR STOCKPILING FOR ANY PHASE FROM ANY OTHER GIVEN PHASE.

QUANTITY ESTIMATES ON THESE PLANS ARE TO BE USED FOR PERMIT PURPOSES ONLY. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ACTUAL QUANTITIES FOR THE PURPOSE OF CONSTRUCTION.

THE RAW EARTHWORK QUANTITIES SHOWN HEREON REPRESENT THE ESTIMATED VOLUMETRIC

DIFFERENCE BETWEEN THE PROPOSED ROUGH GRADE AND THE LIMITED TOPOGRAPHIC EXISTING GRADES. THESE ESTIMATES DO NOT MAKE CONSIDERATIONS FOR LOSSES OR BULKING DUE TO: SHRINKAGE, SOIL AMENDMENTS, STABILIZATION, CONSTRUCTION TECHNIQUE, FOOTING & TRENCHING SPOILS, ETC. THESE, IN ADDITION TO ACTUAL FIELD

CONDITIONS AND THE FINAL RECOMMENDATIONS OF THE SOILS ENGINEER MAY SIGNIFICANTLY EFFECT THE FINAL IMPORT/EXPORT QUANTITIES.

APPROXIMATE EARTHWORK QUANTITIES
W
SS
2" WATER LINE
6" SEWER LINE

JT JOINT TRENCH LINE
EXISTING 10" WATER MAIN (APPROXIMATE)
SS
G
EXISTING 12" SEWER MAIN (APPROXIMATE)

EXISTING GAS MAIN (APPROXIMATE)

LIMITS OF EXISTING CONCRETE
W
CMU RETAINING WALL, 4' MAX HEIGHT RETAINED PER SEPARATE PERMIT, REFER

TO WALL PROFILE PLAN IN SEPARATE PERMIT
PERMEABLE PAVERS PER SECTIONS ON PLAN NO. C-4.2

IMPERMEABLE PAVERS PER LANDSCAPE PLANS
CONCRETE FLATWORK PER LANDSCAPE PLANS, DETAIL ON PLAN NO. C-4.2 AND/OR GEOTECHNICAL REPORT RECOMMENDATIONS

PLANTED AREA PER LANDSCAPE PLANS
BIORETENTION BASIN PER DETAIL ON PLAN NO. C-4.2
> > FLOWLINE

PROPERTY LINE

SD STORM DRAIN LINE
IR 1" IRRIGATION WATER LINE

VEHICLE OVERHANG
AC PAVEMENT PER DETAIL ON PLAN NO. C-4.2
DECORATIVE CONCRETE FLATWORK PER LANDSCAPE PLANS AND DETAIL ON PLAN NO. C-4.2

EX RIGHT-OF WAY LINE

STEM WALL/EXTRA DEEPENED FOOTING PER GRADING AND DRAINAGE PLAN

RIGHT-OF-WAY LINE
0 10 20 30 feet
SCALE: 1"=10'
5 WW

OH OH OH OH OH
5'
12-325
> > > > > > > > >
SD
> > > > > > > > >
>
FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD
JT

C COMPACT COMPACT COMPA SS
SS
FF = 169.25 FF = 169.60
ALLEY

RESIDENTIAL BLDG RESIDENTIAL BLDG

END OF MAIN

RIGHT-OF-WAY DEDICATION

REFER TO PLUMBING PLANS

FOR CONNECTION OF SEWER
CLEANOUT TO BUILDINGS;
INVERT ELEV = 160.51

SPRINKLER PLANS

OR CONNECTION

R LINE TO
0" MINIMUM

TOP OF PIPE

REFER TO FIRE SPRINKLER PLANS

BY OTHERS FOR CONNECTION

OF FIRE WATER LINE TO
BUILDINGS; 30" MINIMUM

COVER OVER TOP OF PIPE

REFER TO FIRE SPRINKLER PLANS

BY OTHERS FOR CONNECTION

OF FIRE WATER LINE TO
BUILDINGS; 30" MINIMUM

COVER OVER TOP OF PIPE
1 15
17 20
25 18
28 30 28
30 25
25 18
18 18
18 25
25 25
10 16
16 16
34 34 34 34
16 12
10 6" SS MAIN INV = 159.74
SS INV = 159.82
6" PRIVATE SS MAIN
9 INSTALLATION NOTES

INSTALL DRY UTILITY JOINT TRENCH PER CITY OF CAMARILLO STANDARD PLATE E-10 AND PER ELECTRICAL PLANS IN SEPARATE PERMIT.

INSTALL SIDEWALK UNDERDRAIN OF ALHAMBREA RECTANGULAR CAST IRON PIPE, ALHAMBRA A-470 (OR APPROVED EQUAL) AT 1.5 % SLOPE

MINIMUM AND PER CITY OF CAMARILLO STANDARD CURB DRAIN PLATE E-9 MODIFIED FOR A RECTANGULAR DRAIN. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PIPE SIZES.

INSTALL SIDEWALK UNDERDRAIN OF ALHAMBREA RECTANGULAR CAST IRON PIPE, ALHAMBRA A-470 (OR APPROVED EQUAL) AT 1.0 % SLOPE

MINIMUM AND PER CITY OF CAMARILLO STANDARD CURB DRAIN PLATE E-9 MODIFIED FOR A RECTANGULAR DRAIN. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PIPE SIZES.

INSTALL 24" X 24" CONCRETE MID-STATE (OR APPROVED EQUAL) INLET WITH FOUR 3" WEEP HOLES AT 12" O.C. EACH WAY PER MANUFACTURERS SPECIFICATIONS. INCLUDE 24" X 24" STEEL GRATE PER ASTM A36 WITH A

HOT DIP GALVANIZED FINISH PER SOUTH BAY FOUNDRY MANUFACTURER (OR APPROVED EQUAL). INSTALL OLDCASTLE INFRASTRUCTURE GRATE

INLET FILTER USE FLO-GUARD PRODUCT PER DETAIL ON THIS SHEET OR APPROVED EQUAL. INSTALL CITY OF CAMARILLO "DON'T DUMP DRAINS TO CREEK" CURB MARKER. REFER TO PLAN NO. C-4.1 FOR INLET INVERT AND TOP OF GRATE ELEVATION.

INSTALL 24" X 24" CONCRETE MID-STATE (OR APPROVED EQUAL) OPEN BOTTOM INLET WITH FOUR 3" WEEP HOLES AT 12" O.C. EACH WAY AND

WITH REGULAR OPENINGS FOR SWALE FLOW AND FOR SIDEWALK
UNDERDRAIN PER MANUFACTURERS SPECIFICATIONS. INCLUDE 24" X 24" STEEL GRATE PER ASTM A36 WITH A HOT DIP GALVANIZED FINISH PER SOUTH BAY FOUNDRY MANUFACTURER (OR APPROVED EQUAL). INSTALL

OLDCASTLE INFRASTRUCTURE GRATE INLET FILTER USE FLO-GUARD PRODUCT MODEL NO. FF-24D PER DETAIL ON THIS SHEET OR APPROVED EQUAL. INSTALL CITY OF CAMARILLO "DON'T DUMP DRAINS TO CREEK" CURB MARKER. REFER TO PLAN NO. C-4.1 FOR INLET INVERT AND TOP OF GRATE ELEVATION.

INSTALL 2" MUNICIPEX WITH 10AWG TRACING WIRE DOMESTIC WATER SERVICE AND 1.5" METER PER CITY OF CAMARILLO STANDARD DRAWING W-12. CONNECT WATER LATERAL TO WATER MAIN WITH TAPS 18" SEPARATION.

INSTALL DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY PER CITY OF CAMARILLO STANDARD DRAWING W-29.

INSTALL 48" SEWER MANHOLE WITH PAMREX HINGED COVER WITH "SEWER" CAST IN IT PER CAMARILLO SANITARY DISTRICT STANDARD PLATE 1.

INSTALL 6" TYPE C700 EXTRA STRENGTH CLAY PIPE OR SDR 26 PVC AND

FITTINGS PRIVATE SEWER MAIN PER CAMARILLO SANITARY DISTRICT STANDARD SPECIFICATION (2.1.2) AND STANDARD PLATE 1, PER CITY OF CAMARILLO STANDARD PLATES 12 AND 15, AND PER PLUMBING PLANS IN SEPARATE PERMIT. (SLOPE = 0.0200 MIN)

INSTALL SEWER CLEANOUT PER CAMARILLO SANITARY DISTRICT STANDARD PLATE 16 AND PER PLUMBING PLAN.

INSTALL 9" X 9" CONCRETE MID-STATE CATCH BASIN (OR APPROVED EQUAL) PER MANUFACTURERS SPECIFICATIONS. INCLUDE 9" X 9" STEEL GRATE PER ASTM A36 WITH A HOT DIP GALVANIZED FINISH PER SOUTH BAY FOUNDRY MANUFACTURER (OR APPROVED EQUAL). INSTALL INSERT FILTER USE FLO-GUARD PRODUCT OR APPROVED EQUAL. REFER TO PLAN NO.

C-4.1 FOR INLET INVERT AND TOP OF GRATE ELEVATION.

INSTALL SEWER BACKFLOW DEVICE PER CAMARILLO SANITARY DISTRICT STANDARD PLATE 21.

INSTALL 1" MUNICIPEX WITH 10AWG TRACING WIRE IRRIGATION WATER LATERAL AND 3/4" METER PER CITY OF CAMARILLO STANDARD DRAWING W-11. CONNECT IRRIGATION LATERAL TO WATER MAIN WITH TAPS 18" SEPARATION PER CITY STANDARD PLATE W-11.

INSTALL 2" MUNICIPEX WITH 10AWG TRACING WIRE FIRE WATER LATERAL PER CITY OF CAMARILLO STANDARD DRAWING W-13. CONNECT FIRE WATER LATERAL TO WATER MAIN WITH TAPS 18" SEPARATION PER CITY STANDARD PLATE W-12. CONTRACTOR TO CONFIRM FIRE LINE SIZING PRIOR TO INSTALLATION OF LATERAL.

PROPOSED TRANSFORMER LOCATION AND CONCRETE PAD. SEE
ELECTRICAL PLANS.

INSTALL ROOF DRAIN DOWNSPOUT WITH SPLASH BLOCK AND FLOGARD

DOWNSPOUT FILTER PER DETAIL ON THIS SHEET AND PER ARCHITECTURE PLANS.

INSTALL 12" X 12" SQUARE CATCH BASIN MAUNFACTURED BY NDS OR APPROVED EQUAL WITH BLACK 12" X 12" SQUARE POLYOLEFIN GRATE MANUFACTURED BY NDS OR APPROVED EQUAL.

INSTALL SCHEDULE 40 PVC STORM DRAIN PIPE PER MANUFACTURERS SPECIFICATIONS. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PIPE SIZE.

INSTALL 24" X 24" OVERFLOW RISER PER COUNTY OF VENTURA TECHNICAL GUIDANCE MANUAL FIGURE 6-20. INSTALL OLDCASTLE INFRASTRUCTURE GRATE INLET FILTER USE FLO-GUARD PRODUCT MODEL NO. FF-24D PER DETAIL ON THIS SHEET OR APPROVED EQUAL. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PLAN NO. C-4.2 FOR OVERFLOW RISER AND BASIN DETAILS.

INSTALL 4" X 4" NOTCH IN WALL FOR SHEET FLOW BETWEEN DIFFERENT FINISHED FLOORS. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS.

INSTALL THRUST BLOCK.

INSTALL IRRIGATION BACKFLOW PREVENTER PER CITY OF CAMARILLO STANDARD PLATE W-28 AND PER SPECIFICATIONS ON LANDSCAPE PLANS.

INSTALL IRRIGATION VALVE BOX PER SPECIFICATIONS ON LANDSCAPE PLANS.

INSTALL ROOF DRAIN DOWNSPOUT PER LANDSCAPE PLANS.

INSTALL 4" NDS ROUND ATRIUM GRATE PER DETAIL ON PLAN NO. C-4.2.

INSTALL ADS PERFORATED HDPE STORM DRAIN WITH MIN 0.005 SLOPE PER MANUFACTURERS SPECIFICATIONS. SEE SIZE AND INVERTS OF PIPE ON GRADING AND DRAINAGE PLAN NO. C-4.1.

INSTALL 9"X9" SQUARE CATCH BASIN MAUNFACTURED BY NDS WITH OPEN

BOTTOM INLET AND WITH REGULAR OPENINGS FOR SWALE FLOW AND FOR SIDEWALK UNDERDRAIN OR APPROVED EQUAL WITH GREEN 9" X 9"

SQUARE POLYOLEFIN GRATE MANUFACTURED BY NDS OR APPROVED EQUAL.

INSTALL EV CHARGING STATION PER ELECTRICAL PLANS.

INSTALL EV READY RECEPTACLE PER ELECTRICAL PLANS.

INSTALL LIGHT POLES PER ELECTRICAL PLANS.

INSTALL HDPE STORM DRAIN PIPE PER CITY OF CAMARILLO STANDARDS AND SPECIFICATIONS. SEE SIZE AND INVERTS OF PIPE ON GRADING AND DRAINAGE PLAN NO. C-4.1.

INSTALL SIDEWALK UNDERDRAIN HDPE CIRCULAR PIPE AT 1.0 % SLOPE

MINIMUM AND PER CITY OF CAMARILLO STANDARD CURB DRAIN PLATE E-9 WITH CIRCULAR PIPE. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PIPE SIZES.

INSTALL REDUCED PRESSURE BACKFLOW PER CITY OF CAMARILLO STANDARD DRAWING W-13.

INSTALL DECK DRAIN WITH FLOGARD DOWNSPOUT FILTER PER DETAIL ON THIS SHEET OR APPROVED EQUAL AND PER ARCHITECTURE PLANS.

W
SS
2" WATER LINE
6" SEWER LINE
LEGEND

JT JOINT TRENCH LINE
EXISTING 10" WATER MAIN (APPROXIMATE)
SS
G
EXISTING 12" SEWER MAIN (APPROXIMATE)

EXISTING GAS MAIN (APPROXIMATE)

LIMITS OF EXISTING CONCRETE
W
> > FLOWLINE

PROPERTY LINE

SD STORM DRAIN LINE
IR 1" IRRIGATION WATER LINE

VEHICLE OVERHANG
CMU RETAINING WALL, 4' MAX HEIGHT RETAINED PER SEPARATE

PERMIT, REFER TO WALL PROFILE PLAN IN SEPARATE PERMIT
PERMEABLE PAVERS PER SECTION ONPLAN NO. C-4.2

IMPERMEABLE PAVERS PER LANDSCAPE PLANS
CONCRETE FLATWORK PER LANDSCAPE PLANS, DETAIL ON PLAN NO.

C-4.2 AND/OR GEOTECHNICAL REPORT RECOMMENDATIONS

PLANTED AREA PER LANDSCAPE PLANS
BIORETENTION BASIN PER DETAIL ON PLAN NO. C-4.2
AC PAVEMENT PER DETAIL ON PLAN NO. C-4.2

DECORATIVE CONCRETE FLATWORK PER LANDSCAPE PLANS AND DETAIL ON PLAN NO. C-4.2

EX RIGHT-OF WAY

STEM WALL/EXTRA DEEPENED FOOTING PER GRADING AND

DRAINAGE PLAN

RIGHT-OF WAY

DRY UTILITIES FOR REFERENCE ONLY
0 10 20 30 feet
SCALE: 1"=10'
5 CUP-400
CO-26-09(Minor)
Exhibit C-18718

OH OH OH OH OH
> > > > > > > > > > > > > > > > >
> >
SD
>
T
> > > > > > > > > > > > >
SD
>

NON-RESIDENTIAL

NON-RESIDENTIAL

RESIDENTIAL

RESIDENTIAL

RESIDENTIAL RESIDENTIAL
ALLEY
SD
SDSD
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD
JT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

SS SS SS
PERMEABLE PAVERS #1
PERMEABLE PAVERS #2

BIORETENTION
BASIN
7 7
7 4
5 6
1 8
8 8
8 3
3 3
3 3
3 3
3 10 12
11 3
3 7
0 10 20 30 fee
SCALE: 1"=10'
5 > > > > > > > > > > > > > > > > >
> >
>
T
> > > > > > > > > > > > >
FW
> > > > >
>
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
JT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

SS SS SS

OH OH OH OH OH
ALLEY

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG RESIDENTIAL BLDG

RESIDENTIAL BLDG
2 3
4 5 6
8 7
9 10
11 12
13 14
17 20 19 23
24 25
26 29
31 32 33
34 35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50 51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 70
71 72
73 75 74
76 77
78 79
80 81
82 83
84 85 86
87 88 89
90 91
92 93
94 95
96 97
98 99 100
101
103
106
107 108
109
110
111
112 113
114 115
116 117
118 119
120 121
122 123
R7'
R3'
R1'
R10'
R3'
R2.5'
R3'
R2.75'
9'
TYP.
18'
TYP.
5'
5' 5'
R5'
R5'
150 151
152 153
N89°57'37"E 133.54'
17' 2' 25' 18' 6.5'
154
155 156
157
158
159
160
161 162
163
164 165
166 167
168
169
171
172
175
185
186
N0°01'47"W 125.08'

1.5'
6'
5'

0.67' 187
188 189
190
191
0 10 20 30 feet
SCALE: 1"=10'
5 CUP-400
CO-26-09(Minor)
Exhibit C-18719
Point Table
Point #
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
Raw Description
FL
EC/TC
BC/TC
EC/TC
TC

TC/CONC
CONC

TC/CONC
TC
BC/TC
EC/TC

BC/TC/FL

TC/CONC
EC/TC
TC

TC/CONC
CONC
TC
BC/TC
EC/TC
Northing
9895.0810
9885.0915
9885.1055
9888.1070
9903.1077
9903.1476
9886.1476
9886.1072
9903.1702
9891.1704
9890.1709
9859.1725
9858.1708
9856.1709
9841.1702
9841.1566
9858.1566
9841.1371
9856.6433
9856.6407
Easting
9989.9794
10000.2097
10018.7459
10021.7437
10021.7358
10074.7358
10074.7447
10020.9812
10104.7358
10104.7421
10105.7426
10107.7581
10105.5227
10104.7603
10104.7681
10086.7676
10086.7592
10060.7681
10060.7601
10055.7601
Point Table
Point #
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
Raw Description
TC
TC
BC/TC

TC/CONC

EC/TC/FL

TC/CONC
BC/TC
FL

EDGE CONC

EDGE CONC
FL
FL
FL

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

BC/EDGE CONC

EC/EDGE CONC
Northing
9841.1333
9841.1062
9856.1062
9858.1057
9859.1040
9859.1025
9859.0915
9849.0858
9926.5932
9926.5915
9932.1359
9962.9346
9962.9531
9963.0318
9960.9069
9963.0397
9951.8145
9942.9437
9942.9446
9940.9457
Easting
10055.7681
10019.7682
10019.7569
10018.9914
10016.7546
10014.7546
10000.1198
9990.0023
10003.1973
10000.1869
10001.7667
10001.7444
10012.2433
10028.3226
10015.6889
10039.5923
10039.6001
10028.3755
10030.0459
10032.0469
Point Table
Point #
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
Raw Description

EDGE CONC

BC/EDGE CONC

EC/ EDGE CONC

EDGE CONC

EDGE CONC
CONC
CONC
CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC
FL
FL
FL
FL
FL
FL

BC/ EDGE CONC

EC/EDGE CONC
Northing
9943.6686
9928.7426
9927.7426
9927.7426
9929.1436
9923.9897
9910.1253
9910.1127
9912.1697
9909.6227
9909.6275
9909.6370
9941.6121
9931.2658
9942.3420
9930.2666
9962.3406
9962.3246
9909.6465
9911.6475
Easting
10039.6046
10039.6047
10040.6047
10041.6133
10032.0534
10036.5529
10036.5605
10028.3938
10041.6219
10041.6238
10047.7899
10055.9358
10030.0019
10030.0073
10040.6046
10040.6047
10112.9588
10089.8912
10073.2329
10075.2314
Point Table
Point #
61 62
63 64
65 66
67 68
69 70
71 72
73 74
75 76
77 78
79 80
Raw Description

EDGE CONC

EDGE CONC

BC/EDGE CONC

EC/EDGE CONC

BC/EDGE CONC

EC/EDGE CONC

EDGE CONC
FL
FL
FL

BC/EDGE CONC

EC/EDGE CONC

EDGE CONC
FL
FL

EDGE CONC

EDGE CONC

BC/EDGE CONC

EC/EDGE CONC

EDGE CONC
Northing
9921.1882
9921.1915
9911.6675
9910.6680
9910.6767
9911.6772
9921.2016
9962.3240
9962.3088
9962.3079
9910.6704
9909.6709
9909.6900
9962.3074
9962.2925
9900.2494
9900.2523
9898.4380
9888.9620
9889.6389
Easting
10075.2264
10081.2264
10081.2314
10082.2319
10098.7319
10099.7314
10099.7264
10089.1100
10067.1400
10065.8912
10104.7319
10105.7327
10122.5658
10065.1100
10043.6244
10000.2013
10005.3879
10003.7197
10014.0253
10013.2892
Point Table
Point #
81 82
83 84
85 86
87 88
89 90
91 92
93 94
95 96
97 98
99 100
Raw Description

BC/EDGE CONC

EC/EDGE CONC

EDGE CONC
TC
TC
TC
TC
TC
TC
TC
TC

EDGE CONC

EDGE CONC

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT
Northing
9894.0555
9895.9488
9895.9493
9910.1660
9910.1698
9910.1730
9910.1768
9903.1574
9903.1612
9903.1529
9903.1657
9885.1845
9859.1845
9890.1871
9854.1871
9890.1883
9854.1861
9915.1302
9941.0054
9941.0074
Easting
10017.3503
10018.5283
10021.2396
10081.7356
10087.7322
10092.7322
10098.7323
10087.7358
10092.7358
10081.7359
10098.7376
10123.7464
10123.7636
10128.7426
10128.7614
10130.7426
10130.7614
10128.7353
10128.7161
10131.4639
Point Table
Point #
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
Raw Description

EP/SAWCUT

EDGE CONC

EDGE CONC
RW
RW
RW
RW
RW
RW

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC
Northing
9915.1322
9839.0905
9849.8550
9839.7615
9839.8541
9959.2997
9963.6877
9963.7644
9903.6842
9957.3160
9957.3285
9957.3214
9957.3230
9957.3289
9957.3416
9957.3351
9957.3367
9957.3421
9957.3547
9957.3482
Easting
10131.4905
10000.2349
10000.2290
10000.2345
10123.2688
10012.7839
10012.7815
10123.2042
10123.2356
10042.3783
10065.1127
10052.1700
10055.1700
10065.8940
10089.1127
10077.1283
10080.1283
10089.8940
10112.9617
10101.0033
Point Table
Point #
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
Raw Description

EDGE CONC
FL
FL

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT
Northing
9957.3498
9917.5689
9917.5689
9839.0841
9839.0833
9864.5287
9864.5287
9868.5287
9868.5287
9907.2173
9907.2173
9910.2194
9910.2110
9914.2110
9914.2194
9919.1420
9919.1420
9933.2341
9933.2093
9937.1602
Easting
10104.0033
10086.7882
10081.9155
9988.6328
9987.1445
9987.1097
9960.1105
9960.1105
9987.1055
9987.0977
9960.1105
9960.1105
9941.6976
9941.6954
9960.1105
9960.1105
9987.0912
9986.9003
9941.6850
9941.6828
Point Table
Point #
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
Raw Description

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EDGE CONC

EDGE CONC

EDGE CONC

EDGE CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
Northing
9937.2342
9946.8288
9946.8288
9950.8288
9950.8288
9954.1416
9954.1535
9967.8414
9967.8406
9850.6760
9850.6803
9844.6760
9844.6803
9890.1845
9884.0926
9884.0963
9860.1080
9860.1029
9884.1682
9884.1797
Easting
9987.0812
9987.0812
9960.1105
9960.1105
9987.0738
9987.0716
9960.1105
9960.1105
9988.5644
10110.3465
10118.1798
10110.3498
10118.1831
10123.7426
10002.1784
10013.7469
10002.1678
10013.7650
10107.4102
10122.7399
Point Table
Point #
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
Raw Description
CONC
CONC

EDGE CONC

BLDG CRN

BLDG CRN

BLDG CRN

BLDG CRN

BLDG CRN

BLDG CRN

BLDG CRN

BLDG CRN

EDGE CONC
FL
FL
SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT
Northing
9860.1741
9860.1848
9894.6145
9957.3155
9956.3551
9921.9593
9921.1830
9959.3083
9909.1208
9960.8049
9909.8049
9964.1790
9967.8414
9839.0849
9967.8414
9966.2093
9962.2093
9962.2194
9883.8591
9883.8282
Easting
10107.4271
10122.7569
10000.2044
10041.5971
10113.7435
10113.7623
10065.7628
10028.3252
10028.3944
10003.1785
10003.2065
10000.1662
9990.0187
9990.0145
9999.8457
9941.6669
9941.6691
9960.1105
9987.1076
9940.7120
Point Table
Point #
181
182
183
184
185
186
187
188
189
190
191
Raw Description

EP/SAWCUT

EP/SAWCUT

EP/SAWCUT
CNTL
CNTL
CNTL

BLDG CRN

BLDG CRN
CONC
CONC
CONC
Northing
9877.8282
9877.8591
9966.2194
9936.1328
9965.8754
9899.2026
9921.1915
9917.2572
9917.2540
9921.1978
9917.2603
Easting
9940.7153
9987.0959
9960.1105
9985.0881
10124.5840
10140.8704
10087.1169
10087.1191
10081.2285
10092.8461
10092.8484

ABBREVIATIONS

FS FINISHED SURFACE

BC BEGIN CURVE

EC END CURVE

FOC FACE OF CURB

FOW FACE OF WALL

BLDG BUILDING CORNER

FL FLOW LINE

SW SIDE WALK

TC TOP OF CURB

CONC CONCRETE

EDGE CONC EDGE OF CONCRETE

EP EDGE OF PAVEMENT

BLDG CRN BUILDING CORNER

RW RETAINING WALL

SAWCUT SAWCUT

CNTL CONTROL POINT




 



























 





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