Attachment 2 - Final Improvement Plans — Camarillo City Council, January 8, 2025

374 POLI STREET, SUITE 101VENTURA, CALIFORNIA 93001(805) 653-6597 101101LEWIS RD

LEWIS RDDAWSON DRDAWSON DRMISSION OAKS BLVD

SITEGRANDVIEW DR
IPD-406
771 E. Daily Drive, Suite 120 ● Camarillo, CA 93010California ● Idaho ● FloridaP:805.738.5434www.ccedesignassociates.comCCE DESIGN ASSOCIATES, INC.

Design with Purpose
1233A3B3C3D456789101112131415161718192021

IMPROVEMENT PLANS COVERSITE TOPOGRAPHIC PLANGRADING IMPROVEMENT PLAN COVER SHEETEROSION CONTROL PLAN COVEREROSION CONTROL DETAILSEROSION CONTROL DETAILSEROSION CONTROL PLANDEMOLITION AND SITE PREPARATION PLANGRADING PLANGRADING PLANGRADING PLANGRADING PLANSTORM DRAIN, SEWER AND WATER PLANSSTORM DRAIN, SEWER AND WATER PLANSDETAILS AND GRADING SECTIONSUNDERGROUND DETENTION DETAILSSTORM WATER QUALITY DEVICE DETAILSSTORM WATER QUALITY DEVICE DETAILSSTORM WATER QUALITY DEVICE DETAILSOFFSITE STREET IMPROVEMENTS PLANSOFFSITE STREET IMPROVEMENTS PLANSOFFSITE STREET IMPROVEMENTS DETAILSOFFSITE STREET IMPROVEMENTS SECTIONSHORIZONTAL CONTROL PLANHORIZONTAL CONTROL PLAN COUNTY OF VENTURA BENCH MARK: M-609 RESETAT CAMARILLO, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF DOUBLE CONCRETE BOXCULVERT, UNDER RAILROAD AND DIRECTLY UNDER THE NORTH EDGE OF U.S. HIGHWAY 101 OVERPASS, 23.6 FEET WESTOF THE WEST RAIL OF THE MAIN TRACK, 2.6 FEET SOUTH OF THE NORTHEAST CORNER OF THE FIRST CONCRETE PILLARSUPPORTING NORTH LANES OF HIGHWAY ON WEST SIDE OF THE TRACKS, 0.4 FOOT EAST OF THE EAST FACE OF PILLAR,AND ABOUT 2-FEET LOWER THAN THE TRACKS, 4.0 FEET BELOW BENCH MARK H 1188.NAVD 88 ELEVATION: 45.426 C-18668C-18669C-18670C-18670AC-18670BC-18670CC-18670DC-18671C-18672C-18673C-18674C-18675C-18676C-18677C-18678C-18679C-18680C-18681C-18682C-18683C-18684C-18685C-18686C-18687C-18688 121
NOTICE TO CONTRACTORSCONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT) AT811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUNDWORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUNDUTILITIES R
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A.P.N. 162-0-270-010COUNTY OF VENTURA WATERSHED: Y-3-3338, Y-3-3-3339, Y-3-3340, Y-3-3341, Y-3-3342,Y-3-3343, Y-3-3344, Y-3-3345, Y-3-3346, Y-3-3347, Y-3-3348, Y-3-3349CITY OF CAMARILLO SANITARY DISTRICT: C-29B, C-29CVENTURA COUNTY WATERWORKS DISTRICT NO. 5: VC-33843 S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 9:22:57 AM, KarlaCastillo PL PL
PL
R/WR/W
R/W
0Scale 1" = 30 ft15306090

CITY OF CAMARILLO
374 POLI STREET, SUITE 101VENTURA, CALIFORNIA 93001(805) 653-6597 IPD-406
21 771 E. Daily Drive, Suite 120 ● Camarillo, CA 93010California ● Idaho ● FloridaP:805.738.5434www.ccedesignassociates.comCCE DESIGN ASSOCIATES, INC.

BOUNDARY LINES

CURB (EXISTING AND PROPOSED)HARDSCAPE LINESCURB & GUTTER (EXISTING AND PROPOSED)SIDEWALK (EXISTING AND PROPOSED)FENCE (EXISTING AND PROPOSED)

MINOR CONTOUR (EXISTING AND PROPOSED)GRADING ELEMENTSMAJOR CONTOUR (EXISTING AND PROPOSED)

STRIPINGEDGE OF PAVEMENT

TOP OF SLOPETOE OF SLOPEGRADE BREAKRIDGELIMITS OF GRADING / DAYLIGHT LINECUT-FILL BOUNDARY

SEWER (EXISTING AND PROPOSED)UTILITY ELEMENTSWATER (EXISTING AND PROPOSED)STORM DRAIN (EXISTING AND PROPOSED)GAS (EXISTING AND PROPOSED)FIRE HYDRANT (EXISTING AND PROPOSED)WATER METER (EXISTING AND PROPOSED)SEWER MANHOLE (EXISTING AND PROPOSED)STORM DRAIN STRUCTURE (EXISTING AND PROPOSED)WATER VALVE (EXISTING AND PROPOSED)

LEGENDCENTER LINEEASEMENT LINEPROPERTY LINERIGHT OF WAY LINE

EXISTING FLOW LINE PROPOSED FLOW LINE
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 9:23:31 AM, KarlaCastillo 374 POLI STREET, SUITE 101VENTURA, CALIFORNIA 93001(805) 653-6597 101101LEWIS RD

LEWIS RDDAWSON DRDAWSON DRMISSION OAKS BLVD

SITEGRANDVIEW DR
IPD-406
771 E. Daily Drive, Suite 120 ● Camarillo, CA 93010California ● Idaho ● FloridaP:805.738.5434www.ccedesignassociates.comCCE DESIGN ASSOCIATES, INC.

Design with Purpose
SEE SHEET 1
NOTICE TO CONTRACTORSCONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT) AT811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUNDWORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUNDUTILITIES R
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321
11/5/19, 8/29/19, 7/27/20, 3/14/24, 6/19/24, 8/9/24
ADVANCED GEOTECHNICAL SERVICES, INC.

ADVANCED GEOTECHNICAL SERVICES, INC.

ADAREA DRAINBOWBOTTOM OF WALL (AT GROUND)BCRBEGIN CURB RETURNBWBACK OF WALKBLDGBUILDINGCBCATCH BASINCOCLEANOUTCONCCONCRETECMPCORRUGATED METAL PIPEDRDOORDSDOWN SPOUTDIPDUCTILE IRON PIPEECREND CURB RETURNESMTEASEMENTEGEXISTING GRADEEWEDGE OF WALKFCFACE OF CURBFWFACE OF WALLFFFINISHED FLOORFDCFIRE DEPARTMENT CONNECTIONFHFIRE HYDRANTFLFLOW LINEFFFINISHED FLOORFGFINISHED GRADE

FSFINISHED SURFACEGFFGARAGE FINISHED FLOORGBGRADE BREAKHPHIGH POINTINVINVERT ELEVATIONLPLOW POINTLTLIGHTMHMANHOLEPVPAVEMENTPOCPOINT OF CONNECTIONRRIDGERIMRIM ELEVATIONRDROOF DRAINTCTOP OF CURBTGTOP OF GRATETWTOP OF WALLTTRANSFORMERWMWATER METERWVWATER VALVE

ABBREVIATIONS

BOUNDARY LINES

CURB (EXISTING AND PROPOSED)HARDSCAPE LINESCURB & GUTTER (EXISTING AND PROPOSED)SIDEWALK (EXISTING AND PROPOSED)FENCE (EXISTING AND PROPOSED)

MINOR CONTOUR (EXISTING AND PROPOSED)GRADING ELEMENTSMAJOR CONTOUR (EXISTING AND PROPOSED)

STRIPINGEDGE OF PAVEMENT

TOP OF SLOPETOE OF SLOPEGRADE BREAKRIDGELIMITS OF GRADING / DAYLIGHT LINECUT-FILL BOUNDARY

LEGENDCENTER LINEEASEMENT LINEPROPERTY LINERIGHT OF WAY LINE

FLOW LINE
WDID NO. 456C403218
91 S. DAWSON DRIVEGLESON DEVELOPMENT, LP
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 9:50:44 AM, KarlaCastillo L=61.93'
0Scale 1" = 40 ft204080120

CITY OF CAMARILLO
374 POLI STREET, SUITE 101VENTURA, CALIFORNIA 93001(805) 653-6597 SWPPP NO.WDID NO.IPD-406
771 E. Daily Drive, Suite 120 ● Camarillo, CA 93010California ● Idaho ● FloridaP:805.738.5434www.ccedesignassociates.comCCE DESIGN ASSOCIATES, INC.

Design with Purpose
456C4032182024-03
3A21

EROSION AND SEDIMENTCONTROL PLAN COVER SHEET
CHARLES SANDLIN(805)709-6120
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 9:40:48 AM, KarlaCastillo

Design with Purpose
456C4032182024-03
ERTEC®
”
Construction Details
Unprotected drainage inletERTEC® Combo GuardäProtected drainage inlet Notes:

NOTES:
3B21

EROSION AND SEDIMENTCONTROL DETAILS
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 9:41:11 AM, KarlaCastillo

Design with Purpose
456C4032182024-03
3C21

EROSION AND SEDIMENTCONTROL DETAILS
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S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 9:41:33 AM, KarlaCastillo TC-1
SE-10
SE-10 SE-10
SE-1
SE-1
SE-1SE-1SE-8
SE-8
SE-8 SE-8
SE-8
WM-5WM-01WM-08 NS-8NS-9
NS-10G3B
F3BC3CE3BD3B D3C
WM-9E3C
0Scale 1" = 30 ft15306090

Design with Purpose
456C4032182024-03
3D21
TEMPORARY EROSION CONTROL PRIOR TO COMPLETION OF FINAL IMPROVEMENTS SHALL BE PERFORMED BY THE CONTRACTOR ASINDICATED BELOW:1.ALL GRADED AREAS ARE TO RECEIVE HYDROSEED EROSION CONTROL. HYDROSEEDING TO EXTEND 5 FT BEYOND DAYLIGHTLINES.2.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALLNECESSARY MATERIALS SHALL BE STOCKPILED ONSITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OFTEMPORARY DEVICES WHEN RAIN IS IMMINENT.3.DEVICES SHOWN ON PLAN SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE RESIDENT ENGINEER.4.THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER AFTER EACH RUNOFF PRODUCINGRAINFALL.5.THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES DUE TO UNCOMPLETED GRADING OPERATIONS ORUNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.6.THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTOAREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.7.ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.8.GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE SLOPE AT THE CONCLUSION OFEACH WORKING DAY.9.TEMPORARY EROSION CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL HYDROSEEDED AREAS ARE ESTABLISHED AND NOEROSION IS EVIDENT.10.EROSION AND SEDIMENT CONTROL BMPS MUST BE IN PLACE AT ALL TIMES DURING CONSTRUCTION AND CANNOT BE REMOVEDUNTIL THE SITE HAS BEEN STABILIZED.11.EROSION CONTROL DEVICES MUST BE IN PLACE DURING THE ABOVE STATED PERIOD.12.CLEAN OUT MUD AND SILT AFTER EACH RAIN OR AS DIRECTED BY THE CITY INSPECTOR.13.THE LOCATIONS OF THE GRAVEL BAGS AS SHOWN MAY VARY DUE TO THE FIELD CONDITIONS AND ADDITIONAL GRAVEL BAGS MAYBE REQUIRED AS DIRECTED BY THE CITY INSPECTOR.14.FIBER ROLLS MAY BE USED IN PLACE OF GRAVEL BAGS AND SHALL BE PLACED BY FIELD CONDITIONS ALSO, DRIVEWAYS SHALLHAVE GRAVEL BAGS PLACED AT 50 FOOT INTERVALS.15.PLACE MIRAFI FILTER FABRIC INSERT INTO CATCH BASIN OPENING AND PROTECT WITH GRAVEL BAGS (BMP SE-10) AND PERDETAIL A ON SHEET 3B.NOTE:THE LOCATION AND DESIGN OF ALL EROSION CONTROL MEASURES SHOWN ON THESE PLANS ARE TENTATIVE ONLY AND ARE SUBJECTTO REVISIONS AS DETERMINED BY THE RESIDENT INSPECTOR OR THE CITY ENGINEER. ACTUAL EROSION CONTROL MEASURES SHALLBE INSTALLED TO THE SATISFACTION OF THE RESIDENT INSPECTOR, AS CONDITIONS WARRANT. SILT, DEBRIS, AND MUD SHALL BEPROMPTLY REMOVED FROM ALL EROSION CONTROL STRUCTURES AFTER EACH RAIN TO THE SATISFACTION OF THE RESIDENTINSPECTOR. THE CITY MAY CONDUCT REGULAR SITE INSPECTIONS TO ASSESS CHANGING CONDITIONS AND DETERMINE THENECESSITY OF ADDITIONAL CONTROL MEASURES.1.THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL EROSION CONTROL FACILITIES AS SHOWN ON THE APPROVEDEROSION CONTROL PLAN OR AS DIRECTED BY THE CITY ENGINEER AT THE END OF EACH WORKING DAY.2.POST CONSTRUCTION BMPS MUST REMAIN OFFLINE UNTIL SITE HAS BEEN STABILIZED.3.THE CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL IS THE CONSTRUCTION SUPERINTENDENT INDICATED HERE:24 HOUR CONTACT TELEPHONE NUMBER: (805) 709-6120 EROSION CONTROL NOTESEROSION CONSTRUCTION NOTES / LEGENDSILT FENCE PER CASQA BMP SE-1. REFER TO DETAIL B ON SHEET 3B.SANDBAG BARRIER PER CASQA BMP SE-8. REFER TO DETAIL B ON SHEET 3C.STABILIZED CONSTRUCTION ENTRANCE / EXIT PER CASQA BMP TC-1. REFER TO DETAIL C ON SHEET 3B.INLET PROTECTION PER CASQA BMP SE-10. REFER TO DETAIL A ON SHEET 3B.THE FOLLOWING CASQA BMPS ARE PART OF THE EROSION CONTROL PLAN; HOWEVER, ARE NOT LOCATIONBASED AND CANNOT BE SHOWN HEREON:SCHEDULING PER CASQA BMP EC-1HYDROSEEDING PER CASQA BMP EC-4GRAVEL BAG BERM PER CASQA BMP SE-6 (ACCEPTABLE SUBSTITUTE FOR FIBER ROLLS)STREET SWEEPING AND VACUUMING PER CASQA BMP SE-7WIND EROSION CONTROL PER CASQA BMP WE-1ANY AND ALL APPLICABLE CASQA NON-STORMWATER BMPS (INCLUSIVE OF NS-1 THROUGH NS-16)ANY AND ALL APPLICABLE CASQA WASTE MANAGEMENT BMPS (INCLUSIVE OF WM-1 THROUGH WM-10) SE-8TC-1
EC-1EC-4SE-6SE-7WE-1NS-XWM-X
SE-10
SE-1

EROSION AND SEDIMENTCONTROL PLAN
NOTICE TO CONTRACTORSCONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT) AT811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUNDWORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUNDUTILITIES R
Callbefore you dig.below.Know what's
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 9:42:03 AM, KarlaCastillo

PROTECT INVERTSIN PLACE
PROTECT EXIST. FH &WATER VALVE IN PLACE
STA:9+29.35PP# 802998E
STA:2+01.73PP# 1803813ESTA:2+84.19PP# 802994ESTA:4+73.52PP# 802995ESTA:8+60.42PP# 1826659ESTA:9+48.72PP# 802998ESTA:10+24.99PP# 4498299E STA:1+00.09PP# 802993E
1 12 2 2
3 4
4 44 4
4 4
454
53 35 55 67
7 77
88 8 88 8 8
8 9
10 11
1111
11 12
12 12 12
1212
12 714 14 18
18 15 15 15 1617 171519
8 STA:7+68.07PP# 1826659E
STA:6+04.41PP# 802996E
STA:3+96.30PP# 2359041E

APPROXIMATE LIMITS OF SCE UNDERGROUNDREFER TO SCE UNDERGROUND PLANS FOR MORE ACCURATE LOCATION

DEMOLITION AND SITEPREPARATION PLAN
DEMOLITION CONSTRUCTION KEYNOTES / LEGEND1REMOVE EXISTING CONCRETE AND BASE ROCK.REMOVE EXISTING ASPHALT AND BASE ROCK.REMOVE EXISTING LANDSCAPE AREA.REMOVE EXISTING STRUCTURE.REMOVE EXISTING WALL.REMOVE EXISTING BILLBOARD.REMOVE EXISTING SIGN.REMOVE EXISTING FENCE.REMOVE EXISTING WATER METER.PROTECT EXISTING BOX CULVERT IN PLACE.REMOVE AND RECOMPACT EXISTING SOIL TO A DEPTH OF 7 FEET BELOW EXISTING OR FUTURE GRADING,WHICHEVER IS DEEPER, AND A MINIMUM OF 5 FEET BELOW THE BOTTOM OF THE PROPOSEDFOUNDATIONS, INCLUDING DEEPER FOUNDATIONS. RECOMPACT SOIL PER GEOTECHNICAL REPORT.LIMITS OF GRIND AND OVERLAY.NOT USED.REMOVE EXISTING POWER POLE. UNDERGROUND WIRING PER SEPARATE SCE PLANS.EXISTING POWER POLE TO REMAIN IN PLACE.EXISTING COMMUNICATION LINE TO BE REMOVED.OVERHEAD LINE TO BE UNDERGROUND FROM PP 802993E TO PP 1826659.REMOVE EXISTING POWER POLE AND SERVICE METER. UNDERGROUND WIRING PER SEPARATE SCEPLANS.REMOVE EXISTING COMMUNICATION LINE. 2345678910111213141516171819
DEMOLITION NOTES1.THE LIMITS OF BUILDING REMOVAL SHOWN HEREON ARE PROVIDED FOR INFORMATION ONLY. THIS PLAN DOES NOT ACCOUNTFOR REMOVALS OF POTENTIAL HAZARDOUS MATERIALS. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVESWITH THE SCOPE AND EXTENT OF REMOVALS.2.ALL BACK FILLING OF THE FOOTING, EXCAVATION, TRENCHING, HOLES, OVER EXCAVATION, ETC. DURING CONSTRUCTION SHALLBE IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND APPROVAL. THE COMPACTION OFALL EXCAVATIONS GREATER THAN 5-FEET IN DEPTH SHALL BE PER THE GEOTECHNICAL ENGINEER'S REQUIREMENTS. INROADWAYS & UNDER SLABS THE UPPER 2-FEET OF BACKFILL SHALL BE COMPACTED NATIVE.3.ANY UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND REMOVED PER THE REQUIREMENTS OF THE RESPECTIVE UTILITYCOMPANY AND AS APPROVED BY SOUTHERN CALIFORNIA EDISON.4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE GEOTECHNICAL ENGINEER 48 HOURS IN ADVANCE OF ANY GRADINGAND FILLING OF THE SITE RELATING TO ANY DEMOLITION OR REMOVAL OF SITE FEATURES.5.IN GENERAL, FILL MATERIAL SHALL NOT CONTAIN CLUMPS LARGER THAN 6-INCHES IN ITS GREATEST DIMENSION WITH NO MORETHAN 15% LARGER THAN 2.5-INCHES.6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT FROM DAMAGE THROUGHOUT THE COURSE OF CONSTRUCTION ALLBUILDINGS AND SITE FEATURES ITEMS SUCH AS, BUT NOT LIMITED TO; CATCH BASINS, CONDUIT, TELEPHONE AND POWER POLES,FENCING, RETAINING WALLS, GAS LINES, OIL LINES, GASOLINE LINES, FIRE AND WATER SERVICE ASSEMBLIES, CONCRETE CURB,GUTTER AND SIDEWALK, TREES, BUSHES AND PLANT MATERIAL, ETC. BOTH ON-SITE AND OFF-SITE. THE CONTRACTOR SHALLPROVIDE ALL REPAIRS, MAINTENANCE, SHORING, SUPPORT, ETC. TO MAINTAIN ALL FEATURES DESIGNATED TO REMAIN IFDAMAGED. NOTIFY ARCHITECT/ENGINEER OF RECORD IF ANY DISCREPANCIES EXIST OR IF CLARIFICATIONS ARE REQUIRED.7.COMPLY WITH ALL APPLICABLE REGULATIONS AND SAFETY ORDERS IN EFFECT AT THE CONSTRUCTION SITE. PROTECT OPENEXCAVATION, TRENCHES, ETC., WITH FENCES, COVERS, OR RAILINGS AS REQUIRED TO MAINTAIN SAFE PEDESTRIAN ANDVEHICLE TRAFFIC. MAINTAIN DESIGNATED SITE ACCESS FOR VEHICLE AND PEDESTRIAN TRAFFIC.8.THE CONTRACTOR IS RESPONSIBLE FOR THE FINISHED CONDITION OF THEIR WORK. BEFORE WORKING OVER BACKFILL ORSIMILAR WORK COMPLETED BY OTHER CONTRACTORS, VERIFY THAT SUCH WORK HAS BEEN PROPERLY BACKFILLED ANDCOMPACTED. NOTIFY THE ARCHITECT/ENGINEER OF RECORD PROMPTLY IN WRITING IF ANY CONDITIONS DO NOT MEET THEPROPER STANDARDS. WITHOUT EXTRA COST TO THE OWNER, ALL FEATURES DAMAGED IN THE PERFORMANCE OF ALL WORKSHALL BE RESTORED TO THE SATISFACTION OF THE OWNER AND AUTHORITIES HAVING JURISDICTION.9.ALL SITE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. THE OWNER WILL RETAINTHE GEOTECHNICAL ENGINEER TO INSURE CONFORMANCE WITH THE GEOTECHNICAL REPORT.10.CONTRACTOR ACKNOWLEDGES THAT THEY HAVE THOROUGHLY INFORMED THEMSELVES REGARDING REQUIREMENTS OFDRAWINGS, SPECIFICATIONS, AND REGULATIONS PERTAINING TO THE PROJECT. SPECIFICATIONS AND DRAWINGS ARECOMPLEMENTARY. WHAT IS CALLED BY ONE IS AS BINDING AS IF CALLED FOR BY ALL. THE CONTRACTOR IS TO FAMILIARIZETHEMSELVES WITH THE SITE AND COMPARE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATION WITH WORK TO BEPERFORMED BY THE CONTRACTOR, INCLUDING TOPOGRAPHY, APPROACHES AND IMPROVEMENTS ON OR ABOUT THE SITE.11.THE ARCHITECT/ENGINEER OF RECORD SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, THEMEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF DEMOLITION WORK, OR FOR THE SAFETY PRECAUTIONS ANDPROGRAMS IN CONNECTION WITH THE WORK. ANY ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANYOTHER PERSON PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK OR TO MEETTHEIR SCHEDULE WILL MAINTAIN RESPONSIBILITY.12.CONTRACTOR TO PROVIDE ALL CONSTRUCTION BARRICADES REQUIRED BY GOVERNING AGENCIES AND AS NOTED INSPECIFICATIONS.13.NO TRENCHING DEEPER THAN 5-FEET SHALL BE ALLOWED WITHOUT THE CONTRACTOR OBTAINING A PERMIT FROM OSHA.

S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 9:42:21 AM, KarlaCastillo 403839
37 3535 36 373737 38 39
3737
PP 1826659ECONNECT VIAUNDERGROUND WIRESPER OTHERSPP 802998E RR TRACKAPN 162-0-270-020
38CB. NO. 1

16.55'

19.88'

8.00'

GRADE BREAKGRADE BREAK

4.90%0.71%2.06%1.98%

1.75%

1.90%

4.34%

3.97%3.77%0.76% 4.54% 6.13% 0.58%

2.14%

3.43%

8.70%

22.78%

31.46%

1.57%

32.90%

4.33%

42.98%21.07%4.26%15.80%

1.83%

5.22%

1.95%

2.10%

1.80%4.62%2.00%

5.93%

2.00%2.00%
(3.65%)

1.45%16.59%

2.05% 40373839
40 40
404039.0
EXISTING 15.0'VARIABLE WIDTHLANDSCAPE EASEMENTTO CITY OF CAMARILLOPER 72PM7NOTE: EASEMENT IS BEINGREVISED TO BE 15-FT WIDE,NO LONGER VARIABLE

15.02'R/W TO BUILDING

36.02FL

36.04FL

36.68 TC36.18 FL2 36.35 FL 40.30 TC39.80 FL2

38.95 TC38.45 FS1 40.57FS37.17 TC36.67 FS1 37.75 TC37.25 FS136.840" CF

37.000" CF

39.35 TC38.85 FS1
(37.71)JOIN(37.49)JOIN (37.78)JOIN (38.00)JOIN

37.74FG

38.09FG

40.11FS 40.89FG37.43BSW37.33FS37.31FS

38.14FS38.26FS

38.84FS38.11FS39.07FS38.23FS37.31FS37.41FS

37.85BSW

37.03BSW

36.62BSW

36.92FS

33.99TG17

36.37TG17(37.18)JOIN

36.80RIM

34.00TG

37.68 TC37.18 FL2

40.08FS39.98FS

40.46FS40.84FS 41.08DR41.08DR

44.03 TW38.03 BW43.76 TW37.72 BW46.25 TW38.43 BW

37.29 TC36.79 FS1

41.08 FFPROPOSED BUILDING40.41 PAD
SEE OFFSITE IMPROVEMENTPLANS SHEETS 16-19

36.52TG17

37.02FL5
7 41 3
6-FT CMU BLOCK WALLPER ARCHITECT'S PLAN6-FT CMU BLOCK WALLPER ARCHITECT'S PLAN 16 PATH OF TRAVEL
R/W
R/W

PROTECT IN PLACE
CB-3SEE OFFSITEIMPROVEMENT PLANSSHEETS 16-19
(E) BRIDGEOVERPASS
DRYWELL NO. 1SEE SHEET 9ADS BARRACUDA HYDRODYNAMICSEPARATOR SEE SHEET 9 TREE PERLANDSCAPE PLAN(TYP)CENTERLINEDAWSON DRIVE.

MANHOLE SEESHEET 9
15 FLOWLINESEE OFF-SITE IMPROVEMENTPLANS SHEET 16-19
(E) EDGE OF PAVEMENT
(E) STRIPINGTO REMAIN

LOADING ZONEADA PATHOF TRAVELLIMITS OF ROOF
MANHOLE SEESHEET 9
DRYWELL NO. 1SEE SHEET 9
2 4
18 21.14%

40.01FS
353436

2.00%
GRADING CONSTRUCTION NOTES / LEGEND1
GRADING NOTES1.EXISTING SURFACE INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PROVIDED BY OTHERS. CCE DESIGN ASSOCIATES ASSUMES NORESPONSIBILITY IN REGARD TO THE ACCURACY OF EXISTING ELEVATIONS AND SURFACE FEATURES.2.PROVIDE 8-INCHES MINIMUM CLEAR SPACE FROM FINISHED SOIL GRADE (FG) TO BUILDING WALL. CONSTRUCT STEM WALL AT BUILDINGPERIMETER WHERE THIS CONDITION CANNOT BE MET.3.ALL HARDSCAPE ADJACENT TO STRUCTURES SHALL SLOPE AT A MINIMUM OF 2% FOR 5-FEET AWAY FROM THE FOUNDATION.4.IMPROVEMENTS WITHIN CITY OF CAMARILLO PUBLIC RIGHT OF WAY, INCLUDING (BUT NOT EXCLUSIVE OF) FENCES, DRIVEWAYS, AND UTILITYCONNECTIONS WILL REQUIRE SUBSEQUENT PERMITS FROM THE CITY OF CAMARILLO BUREAU OF ENGINEERING.5.RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATER THAN 10 DAYSAFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BYRESPONSIBLE ENGINEER.6.ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON FOR REFERENCE ONLY.7.TOP OF WALL CALLOUTS REPRESENT TOP OF RETAINED SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS. BOTTOM OFWALL CALLOUTS REPRESENT FACE OF WALL AT FINISHED SURFACE.8.CLEARING AND GRUBBING OF THE SITE SHOULD CONSIST OF THE REMOVAL OF ASPHALT, CONCRETE SLAB, VEGETATION SUCH AS BRUSH,GRASS, WOOD, STUMPS, TREES, ROOTS OF TREES AND OTHERWISE DELETERIOUS NATURAL MATERIALS FROM THE AREAS TO BE GRADED.CLEARING AND GRUBBING SHOULD EXTEND TO THE OUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS.9.ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED.10.STANDARD 12-INCH HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES.11.NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION.12.MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND93% OF MAX. DRY DENSITY DEEPER THAN 40' BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX.DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER. IN AREAS DESIGNATED FOR INFILTRATION, SUCH AS PROPOSED DRYWELL LOCATIONS,SPECIAL CARE SHALL BE TAKEN TO AVOID OVER-COMPACTION THAT COULD HINDER INFILTRATION. THE COMPACTION IN THESE AREAS SHOULDBE REDUCED AS RECOMMENDED BY THE SOILS ENGINEER AND DRYWELL MANUFACTURER TO MAINTAIN ADEQUATE INFILTRATION RATESWHILE ENSURING STABILITY..13.TEMPORARY EROSION CONTROL TO BE INSTALL PRIOR TO THE START OF CONSTRUCTION ACTIVITIES AND MUST REMAIN IN PLACE AT ALL TIMESDURING CONSTRUCTION UNTIL SITE HAS BEEN STABILIZED.

CONSTRUCT 6-INCH P.C.C. CURB (TYPE A-1) PER CITY OF CAMARILLO STANDARD PLATE E-4.1.CONSTRUCT 6-INCH P.C.C. CURB & GUTTER (TYPE A-2) PER CITY OF CAMARILLO STANDARD PLATE E-4.1.CONSTRUCT 0-INCH P.C.C. CURB FACE PER DETAIL 1 ON SHEET 11.CONSTRUCT AC PAVING TO MATCH EXISTING SECTION IN DAWSON DRIVE, OR TO THE FOLLOWING SECTION, WHICHEVERIS GREATER: TI=6.0: 4-INCH ASPHALT CONCRETE ON 9-INCH AGGREGATE BASE, COMPACTION PER GEOTECH REPORT.CONFIRM PAVING SECTION WITH SITE GEOTECH ENGINEER BASED ON FINAL R-VALUES. FINAL SECTION TO BEDETERMINED BASED ON APPROVED STRUCTURAL PAVEMENT RECOMMENDATION LETTER.CONSTRUCT CONCRETE SIDEWALK OVER 4" PMB. SIDEWALK PER DETAIL 2 ON SHEET 11.CONSTRUCT CURB RAMP OVER 4" PMB PER SPPWC STD. PLAN 111-5 CASE B TYPE 1. TRUNCATED DOMES TO BEARMOR-TILE TACTILE SYSTEMS, COLONIAL RED COLOR (FEDERAL NO. 20109).GRIND AND OVERLAY EXISTING STREET PER OFFSITE IMPROVEMENTS PLANS SHEETS 16-19. PROPOSED STRIPING INDAWSON DRIVE SHALL MATCH EXISTING CONDITIONS. SEE OFFSITE IMPROVEMENT PLANS SHEETS 16-19.ACCESSIBLE PARKING, SLOPE 2% MAX. IN ANY DIRECTION. STRIPING AND SIGNAGE PER ARCHITECTURAL PLANS.CONSTRUCT 4" P.C.C. CURB PER MODIFIED CITY OF CAMARILLO STANDARD PLATE E-4.1.CONSTRUCT 8" P.C.C. CURB PER MODIFIED CITY OF CAMARILLO STANDARD PLATE E-4.1.CONSTRUCT 4" P.C.C CURB & GUTTER (TYPE A-2) PER CITY OF CAMARILLO STANDARD PLATE E-4.1.NOT USED.ADJUST EXISTING UTILITIES TO GRADE.ACCESSIBLE PARKING AND AISLE STRIPING PER ARCHITECTURAL PLANS.REMOVE (E) POWERPOLES. INSTALL SCE UNDERGROUND LINES PER OTHERS. DRAWN SCHEMATICALLY HERE.CONSTRUCT LOCAL DEPRESSION PER DETAIL 3 ON SHEET 11.INSTALL 12"x12" NDS ATRIUM GRATE PART NO. 1290 OR EQUAL.CONSTRUCT CURB RAMP. NOTE THAT TRUNCATED DOMES MATERIAL MUST BE ARMOR-TILE TACTILE SYSTEMS,COLONIAL RED COLOR (FEDERAL NO. 20109). 23456789101112131415161718

GRADING PLAN
MATCHLINE - SEE SHEET 6
EASEMENT FOR HIGHWAY OVERPASS PURPOSES IN FAVOR OF THE STATE OF CALIFORNIA RECORDED JUNE 27, 1973, BOOK 4132, PAGE 603 OF OFFICIALRECORDS.EASEMENT FOR DRAINAGE FACILITIES IN FAVOR OF THE STATE OF CALIFORNIA RECORDED OCTOBER 7, 1976 IN BOOK 4687, PAGE 202 OF OFFICIALRECORDS.EASEMENT FOR SUBSURFACE STORM DRAIN PURPOSES IN FAVOR OF THE VENTURA COUNTY WATERSHED PROTECTION DISTRICT RECORDED FEBRUARY19, 1987, AS DOCUMENT NO. 87-24187 OF OFFICIAL RECORDS.EASEMENT FOR PUBLIC HIGHWAY CROSSING PURPOSES IN FAVOR OF THE COUNTY OF VENTURA RECORDED MAY 29, 2007, AS DOCUMENT NO. 108253, ANDMARCH 14, 2017, AND DOCUMENT NO. 20170314-35541 BOTH OFFICIAL RECORDS.

EXISTING EASEMENT1234
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 10:02:03 AM, KarlaCastillo 38 38
39 42
PP 802996EW/ STREET LIGHT
RR TRACKAPN 162-0-270-020

28.83'
B11

GRADE BREAK

GRADE BREAK
EXISTING 15'VARIABLE WIDTHLANDSCAPE EASEMENTTO CITY OF CAMARILLOPER 72PM7NOTE: EASEMENT IS BEING REVISEDTO BE 15-FT WIDE, NO LONGER VARIABLE A11

32.0'

15.29'R/W TO BUILDING

1.96%

2.00%

1.83%

36.21% 41.21% 23.73% 20.08%

1.55%2.85% 1.81%
(2.31%)(1.25%) (1.51%)
(3:1)(4:1)(5:1)

0.55%0.55% 0.77%0.78% 0.37%

22.68%

35.73%40.94%26.43%37.32%

18.48%1.50%1.50%1.50%
40 40 40 40 40 40 40
4039.0 4039.0 4039.0 40 40

BUILDING STEPPER ARCHITECTURAL PLANBUILDING STEPPER ARCHITECTURAL PLAN STA:6+04.41OFF:30.27'R

DAWSON DRIVE

MAGNOLIA STREET
15'R/W TO BUILDING
(E) DRIVEWAY

40.93 TC40.43 FL2 42.01 TC41.51 FL2

41.08FS3 41.81FS3 42.10FS342.75FS3

41.57FS341.08FS3
(38.50)JOIN (40.50)JOIN

40.56DR

41.08FS3

41.45FG40.67FG40.41FG

40.15FG

40.51FS

38.04BSW38.27FG

38.27FG

41.08FS3

39.46FS38.59BSW38.48BSW38.15BSW

40.48FS 40.41FG39.89FG40.40FG39.98FG 40.38FG40.20FG 41.13FG 41.16FG37.93TG

41.08DR 41.08DR41.08DR41.08DR41.08DR41.08DR 41.83DR41.83DR 41.83DR41.83DR41.83DR41.83DR

46.83 TW38.51 BW 47.53 TW40.51 BW

41.83 FFPROPOSED BUILDING41.16 PAD41.08 FFPROPOSED BUILDING40.41 PAD

42.75 FFPROPOSED BUILDING42.08 PAD
SEE OFFSITE IMPROVEMENTPLANS SHEETS 16-19

36.35TG17
4 CENTERLINEDAWSON DRIVE

CENTERLINEDAWSON DRIVE
6-FT CMU BLOCK WALLPER ARCHITECT'S PLAN 6-FT CMU BLOCK WALLPER ARCHITECT'S PLAN R/W
DRYWELL NO. 3 SEE SHEET 9ADS BARRACUDA HYDRODYNAMICSEPARATOR SEE SHEET 9TREE PER LANDSCAPE PLAN(TYP) TREE PER LANDSCAPE PLAN(TYP) TREE PERLANDSCAPE PLAN(TYP)

TREE PER LANDSCAPE PLAN(TYP) TREE PER LANDSCAPEPLAN (TYP)

LIMITS OF ROOFLIMITS OF ROOFLIMITS OF ROOF

37.85RIM
(E) CURBTO REMAIN
(E) EDGE OF PAVEMENT

ADA PATHOF TRAVEL
7 GRADING CONSTRUCTION NOTES / LEGEND1
GRADING NOTES1.EXISTING SURFACE INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PROVIDED BY OTHERS. CCE DESIGN ASSOCIATES ASSUMES NORESPONSIBILITY IN REGARD TO THE ACCURACY OF EXISTING ELEVATIONS AND SURFACE FEATURES.2.PROVIDE 8-INCHES MINIMUM CLEAR SPACE FROM FINISHED SOIL GRADE (FG) TO BUILDING WALL. CONSTRUCT STEM WALL AT BUILDINGPERIMETER WHERE THIS CONDITION CANNOT BE MET.3.ALL HARDSCAPE ADJACENT TO STRUCTURES SHALL SLOPE AT A MINIMUM OF 2% FOR 5-FEET AWAY FROM THE FOUNDATION.4.IMPROVEMENTS WITHIN CITY OF CAMARILLO PUBLIC RIGHT OF WAY, INCLUDING (BUT NOT EXCLUSIVE OF) FENCES, DRIVEWAYS, AND UTILITYCONNECTIONS WILL REQUIRE SUBSEQUENT PERMITS FROM THE CITY OF CAMARILLO BUREAU OF ENGINEERING.5.RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATER THAN 10 DAYSAFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BYRESPONSIBLE ENGINEER.6.ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON FOR REFERENCE ONLY.7.TOP OF WALL CALLOUTS REPRESENT TOP OF RETAINED SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS. BOTTOM OFWALL CALLOUTS REPRESENT FACE OF WALL AT FINISHED SURFACE.8.CLEARING AND GRUBBING OF THE SITE SHOULD CONSIST OF THE REMOVAL OF ASPHALT, CONCRETE SLAB, VEGETATION SUCH AS BRUSH,GRASS, WOOD, STUMPS, TREES, ROOTS OF TREES AND OTHERWISE DELETERIOUS NATURAL MATERIALS FROM THE AREAS TO BE GRADED.CLEARING AND GRUBBING SHOULD EXTEND TO THE OUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS.9.ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED.10.STANDARD 12-INCH HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES.11.NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION.12.MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND93% OF MAX. DRY DENSITY DEEPER THAN 40' BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX.DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER. IN AREAS DESIGNATED FOR INFILTRATION, SUCH AS PROPOSED DRYWELL LOCATIONS,SPECIAL CARE SHALL BE TAKEN TO AVOID OVER-COMPACTION THAT COULD HINDER INFILTRATION. THE COMPACTION IN THESE AREAS SHOULDBE REDUCED AS RECOMMENDED BY THE SOILS ENGINEER AND DRYWELL MANUFACTURER TO MAINTAIN ADEQUATE INFILTRATION RATESWHILE ENSURING STABILITY..13.TEMPORARY EROSION CONTROL TO BE INSTALL PRIOR TO THE START OF CONSTRUCTION ACTIVITIES AND MUST REMAIN IN PLACE AT ALL TIMESDURING CONSTRUCTION UNTIL SITE HAS BEEN STABILIZED.

GRADING PLAN
MATCHLINE - SEE SHEET 7
MATCHLINE - SEE SHEET 5
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 10:04:24 AM, KarlaCastillo 43 42PP 802995E
RR TRACKAPN 162-0-270-020
APN 162-0-181-210140 S. DAWSON

25.80'8.0'
C11
EXISTING 15'VARIABLE WIDTHLANDSCAPE EASEMENTTO CITY OF CAMARILLOPER 72PM7NOTE: EASEMENT IS BEING REVISEDTO BE 15-FT WIDE, NO LONGER VARIABLE

GRADE BREAK GRADE BREAK
SEE OFFSITE IMPROVEMENTPLANS SHEETS 16-19
(E) CURB & ADARAMP(E) CURB & ADARAMP

3.15% 3.23%2.35%4.50% 3.92% 2.51%
(3:1) (4:1) (5:1)
(2.69%)(1.11%)(1.66%)

0.50%0.59% 0.57% 0.46% 0.64%

2.00%

2.00% 2.00%17.88%8.36%10.97%12.86%16.05%20.76%31.90%1.50% 1.51%4040 4040
41 42424242
42 424242
43 439.36% 7.82%1.50%1.50%1.53%1.50%1.50%40
40 4040

BUILDING STEPPER ARCHITECTURAL PLAN

DAWSON DRIVE
(E) DRIVEWAY ENTRANCETO REMAIN
(E) CURB & ADARAMP(E) STRIPING

42.58 TC42.08 FL2 43.14 TC42.64 FL2

42.79FS3 43.50FS3 43.39FS3

43.30FS43.30FS

42.75FS3 43.50FS343.42FS3
(41.99)JOIN (40.99)JOIN

42.75FS3

43.50DR 43.50DR 43.50DR43.50DR43.42FS42.08FG42.07FG

42.75FS3

41.69BSW 42.56BSW40.87BSW40.04BSW
(44.28)JOIN

42.75DR 43.50DR 43.50DR 43.50DR43.50DR43.50DR43.50DR

48.40 TW42.01 BW 49.06 TW41.78 BW44.20 TW44.04 BW

42.75 FFPROPOSED BUILDING42.08 PAD 43.50 FFPROPOSED BUILDING42.83 PAD

41.86FG 41.95FG41.64FG 41.97FG

40.38FL 41.17FL 42.33FL/HP39.39FL

42.75DR42.75DR42.75DR 43.50DR

PROPOSED CROWN CENTERLINEDAWSON DRIVE
6-FT CMU BLOCK WALLPER ARCHITECT'S PLAN6-FT CMU BLOCK WALLPER ARCHITECT'S PLAN

R/W R/W R/W
P/LP/L
55TREE PERLANDSCAPE PLAN(TYP) TREE PERLANDSCAPE PLAN(TYP)TREE PERLANDSCAPE PLAN(TYP)TREE PERLANDSCAPE PLAN(TYP) LIMITS OF ROOFLIMITS OF ROOF 43.50FS43.42FS43.30FS

LIMITS OF ROOF LIMITS OF ROOFLIMITS OF ROOFLOADING ZONE 7 TREE PERLANDSCAPE PLAN(TYP)

43.43FS43.50FS10.00' 43.30FS

43.50FS10.00'

10.00'
(E) STRIPING

43.50FS
44 GRADING CONSTRUCTION NOTES / LEGEND1
GRADING NOTES1.EXISTING SURFACE INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PROVIDED BY OTHERS. CCE DESIGN ASSOCIATES ASSUMES NORESPONSIBILITY IN REGARD TO THE ACCURACY OF EXISTING ELEVATIONS AND SURFACE FEATURES.2.PROVIDE 8-INCHES MINIMUM CLEAR SPACE FROM FINISHED SOIL GRADE (FG) TO BUILDING WALL. CONSTRUCT STEM WALL AT BUILDINGPERIMETER WHERE THIS CONDITION CANNOT BE MET.3.ALL HARDSCAPE ADJACENT TO STRUCTURES SHALL SLOPE AT A MINIMUM OF 2% FOR 5-FEET AWAY FROM THE FOUNDATION.4.IMPROVEMENTS WITHIN CITY OF CAMARILLO PUBLIC RIGHT OF WAY, INCLUDING (BUT NOT EXCLUSIVE OF) FENCES, DRIVEWAYS, AND UTILITYCONNECTIONS WILL REQUIRE SUBSEQUENT PERMITS FROM THE CITY OF CAMARILLO BUREAU OF ENGINEERING.5.RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATER THAN 10 DAYSAFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BYRESPONSIBLE ENGINEER.6.ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON FOR REFERENCE ONLY.7.TOP OF WALL CALLOUTS REPRESENT TOP OF RETAINED SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS. BOTTOM OFWALL CALLOUTS REPRESENT FACE OF WALL AT FINISHED SURFACE.8.CLEARING AND GRUBBING OF THE SITE SHOULD CONSIST OF THE REMOVAL OF ASPHALT, CONCRETE SLAB, VEGETATION SUCH AS BRUSH,GRASS, WOOD, STUMPS, TREES, ROOTS OF TREES AND OTHERWISE DELETERIOUS NATURAL MATERIALS FROM THE AREAS TO BE GRADED.CLEARING AND GRUBBING SHOULD EXTEND TO THE OUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS.9.ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED.10.STANDARD 12-INCH HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES.11.NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION.12.MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND93% OF MAX. DRY DENSITY DEEPER THAN 40' BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX.DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER. IN AREAS DESIGNATED FOR INFILTRATION, SUCH AS PROPOSED DRYWELL LOCATIONS,SPECIAL CARE SHALL BE TAKEN TO AVOID OVER-COMPACTION THAT COULD HINDER INFILTRATION. THE COMPACTION IN THESE AREAS SHOULDBE REDUCED AS RECOMMENDED BY THE SOILS ENGINEER AND DRYWELL MANUFACTURER TO MAINTAIN ADEQUATE INFILTRATION RATESWHILE ENSURING STABILITY..13.TEMPORARY EROSION CONTROL TO BE INSTALL PRIOR TO THE START OF CONSTRUCTION ACTIVITIES AND MUST REMAIN IN PLACE AT ALL TIMESDURING CONSTRUCTION UNTIL SITE HAS BEEN STABILIZED.

GRADING PLAN
MATCHLINE - SEE SHEET 8
MATCHLINE - SEE SHEET 6
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 10:07:35 AM, KarlaCastillo 43 4544 46
PP 802994E
RR TRACKAPN 162-0-270-020
APN 162-0-270-065115 S. DAWSON
APN 162-0-181-210140 S. DAWSON
CB. NO. 2

25.79'
EXISTING 15' VARIABLE WIDTHLANDSCAPE EASEMENT TO CITY OF CAMARILLOPER 72PM7NOTE: EASEMENT IS BEING REVISEDTO BE 15-FT WIDE, NO LONGER VARIABLE

GRADE BREAKGRADE BREAK

GRADE BREAK
20' SEWER EASEMENT TOCAMARILLO SANITARY DISTRICT
SEE OFFSITE IMPROVEMENTPLANS SHEETS 16-19

1.70%

2.30%

2.00%1.75%

1.20%

2.00%1.09%1.09%2.00%
(7.97%)
(3.46%)(1.14%)
(7.71%)(9.76%)
(2.07%)
(3.41%)
(3.31%)
(4.03%)

0.52% 0.77%

0.39%

0.72%

3.32%

2.00% 2.00%

2.00%2.00%2.00%2.00%1.32%2.89%

36.10%17.08%

1.51%1.61%

2.41%

1.74%
4:14:1 1.79%1.80%

1.50%4242
D11EXISTING 15'VARIABLE WIDTHLANDSCAPE EASEMENTTO CITY OF CAMARILLOPER 72PM7

DAWSON DRIVE
(E) DRIVEWAY

42.80FS

43.50FS3 44.16 TC43.66 FS1

43.69 TC43.19 FS1

43.41 TC42.91 FL2 43.73 TC43.23 FS1

43.30FL 43.620" CF

43.77 TC43.27 FS1

44.49 TC43.99 FL243.38 TC42.88 FL2

43.19FS
(47.20)JOIN

43.43FS

43.30FS
(46.11)JOIN43.48DR

43.49DR

44.29 TC43.79 FL2

43.74FS44.19FS

43.150" CF43.16FS43.32 TC42.82 FL2

43.18BSW43.34FS 43.400" CF

43.35FS43.26FS 43.24FS
(46.75)JOIN

43.66FS

43.95FS

43.31FS(45.66)JOIN

43.50DR43.50DR

43.29 TC42.79 FL2

43.60 TC43.10 FL2

43.50 FFPROPOSED BUILDING42.83 PAD42.65 FL43.43FS43.42FS43.31FS43.31FS

43.05BSW42.93BSW

43.90 TC43.40 FS1

41.40TG17
5 11

CENTERLINEDAWSON DRIVE
14 14
6-FT CMU BLOCK WALLPER ARCHITECT'S PLAN
16 R/W PROTECT (E) STREETLIGHT IN PLACE
(E) R/W
5 5
P/L
P/L

ADA PATHOF TRAVELLIMITS OF ROOF
GREASE INTERCEPTORSEE SHEET 10
BARRACUDA SEESHEET 10
DRYWELL SEESHEET 10
PARKWAY DRAINSEE OFFSITE PLANSSHEETS 16-19
TREE PERLANDSCAPE PLAN(TYP)43.21 TC42.71 FL2CB-2SEE OFFSITEIMPROVEMENT PLANSSHEETS 16-19 (E) CURB & GUTTERTO REMAIN(E) STRIPING

LOADING ZONE

43.96 TC43.46 FS1

6.00'0"-6"TRANSITION
(45.08)JOIN
6 20' WATER EASEMENT TOCITY OF CAMARILLO
(E) R/W
7 6.0'2.00%

2.00%

43.50FS

43.37FS

1.37%

1.48%4
4 GRADING CONSTRUCTION NOTES / LEGEND1
GRADING NOTES1.EXISTING SURFACE INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PROVIDED BY OTHERS. CCE DESIGN ASSOCIATES ASSUMES NORESPONSIBILITY IN REGARD TO THE ACCURACY OF EXISTING ELEVATIONS AND SURFACE FEATURES.2.PROVIDE 8-INCHES MINIMUM CLEAR SPACE FROM FINISHED SOIL GRADE (FG) TO BUILDING WALL. CONSTRUCT STEM WALL AT BUILDINGPERIMETER WHERE THIS CONDITION CANNOT BE MET.3.ALL HARDSCAPE ADJACENT TO STRUCTURES SHALL SLOPE AT A MINIMUM OF 2% FOR 5-FEET AWAY FROM THE FOUNDATION.4.IMPROVEMENTS WITHIN CITY OF CAMARILLO PUBLIC RIGHT OF WAY, INCLUDING (BUT NOT EXCLUSIVE OF) FENCES, DRIVEWAYS, AND UTILITYCONNECTIONS WILL REQUIRE SUBSEQUENT PERMITS FROM THE CITY OF CAMARILLO BUREAU OF ENGINEERING.5.RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATER THAN 10 DAYSAFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BYRESPONSIBLE ENGINEER.6.ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON FOR REFERENCE ONLY.7.TOP OF WALL CALLOUTS REPRESENT TOP OF RETAINED SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS. BOTTOM OFWALL CALLOUTS REPRESENT FACE OF WALL AT FINISHED SURFACE.8.CLEARING AND GRUBBING OF THE SITE SHOULD CONSIST OF THE REMOVAL OF ASPHALT, CONCRETE SLAB, VEGETATION SUCH AS BRUSH,GRASS, WOOD, STUMPS, TREES, ROOTS OF TREES AND OTHERWISE DELETERIOUS NATURAL MATERIALS FROM THE AREAS TO BE GRADED.CLEARING AND GRUBBING SHOULD EXTEND TO THE OUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS.9.ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED.10.STANDARD 12-INCH HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES.11.NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION.12.MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND93% OF MAX. DRY DENSITY DEEPER THAN 40' BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX.DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER. IN AREAS DESIGNATED FOR INFILTRATION, SUCH AS PROPOSED DRYWELL LOCATIONS,SPECIAL CARE SHALL BE TAKEN TO AVOID OVER-COMPACTION THAT COULD HINDER INFILTRATION. THE COMPACTION IN THESE AREAS SHOULDBE REDUCED AS RECOMMENDED BY THE SOILS ENGINEER AND DRYWELL MANUFACTURER TO MAINTAIN ADEQUATE INFILTRATION RATESWHILE ENSURING STABILITY..13.TEMPORARY EROSION CONTROL TO BE INSTALL PRIOR TO THE START OF CONSTRUCTION ACTIVITIES AND MUST REMAIN IN PLACE AT ALL TIMESDURING CONSTRUCTION UNTIL SITE HAS BEEN STABILIZED.

GRADING PLAN
MATCHLINE - SEE SHEET 7
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 10:09:06 AM, KarlaCastillo

36.36 RIM32.46 INV

32.42 INVTEE

34.78 INVDRAIN2934.67 INV45° BEND2937.13 RIM31.99 INV
PP 1826659ECONNECT VIAUNDERGROUND WIRESPER OTHERS PP 802996EW/ STREET LIGHTPP 802998E PP 4498299E
W=7.0'CB-1
W=7.0'CB-3 OFFSITE
RR TRACKAPN 162-0-270-020
RR TRACKAPN 162-0-270-020

35.98FL36.07FS

36.05FS

36.51FL36.53FS36.48 RIM32.52 INV
L=61.93'
21 21 313131313537
2633
36 46
(E) FIRE HYDRANTTO REMAIN
4447
15'15.3'
15'

32.0'
5149(X2)50

41.08 FFPROPOSED BUILDING40.41 PAD41.08 FFPROPOSED BUILDING40.41 PAD 41.83 FFPROPOSED BUILDING41.16 PAD R/W
R/W

R/W P/L P/L
26 27
2738

32.20 12" (NW) INVINLET32.24 12" (SE) INVOUTLET32.24 12" (SW) INVINLET

BUILDING STEPPER ARCHITECTURAL PLAN

36.37 TG33.48 8" INV
SEE OFFSITE IMPROVEMENTPLANS SHEETS 16-19

DAWSON DRIVE
L=10.41'S=0.0100L=10.23'S=0.0100
L=52.09'S=0.0100
L=17.89'S=0.0100
L=1.63'S=0.0227
L=42.13'S=0.0100L=2.57'S=0.0100

STORM DRAIN LINE-ASEE PROFILE BELOW
(E) 18"RCP
2626

36.80 SDMH32.42 12" INV32.42 18" INV

5.0'
33 52.09 LF - 18"Ø RCPPUBLIC STORM DRAIN LINE32.52INV 31.99 INVCONNECT TO (E)18" SDS=0.0136.32 TC35.82 FL(E) GROUNDMH37.13 RIM

11.00'
L=12.02'S=0.0097
L=6.38'S=0.0060L=4.00'S=0.015034.20 INVINLET34.39 INVDRAIN34.26 INVINLET34.56 INV45° BEND29L=9.18'S=0.0100L=21.67'S=0.0062L=3.08'S=0.040434.46 INV45° BEND29 34.32 INV90° BEND29

37.35 INVCURB OUTLET37.48 INVOUTLET

34.20 INVINLET37.85RIM 37.01RIM37.41RIM
L=1.27'S=0.077134.30 INVOUTLET

34.20 INVOUTLET26
27 2626
26402426 24
26 40A

13.00'13.00'
L=42.13'S=0.0100L=2.57'S=0.0100

36.80 SDMH32.42 12" INV32.42 18" INV
L=14.60'S=0.010429.40 INVOUTLET
L=46.73'S=0.0100

29.23 INVINLET

33.98 TG33.06 INV33.06 INV
L=11.35'S=0.0119

28.81 INVINLET

28.90 INVOUTLET

28.90 INVOUTLET32.67 INVOUTLETL=9.00'S=0.0100
L=9.00'S=0.0100

28.81 INVINLET35.02RIM34.02RIM

36.84RIM
23 26
27 26 2623
2326
12345
212223242526272829
CONNECT TO EXISTING MANHOLE PER CITY OF CAMARILLO SANITARY DISTRICT STD. PLATE 10. CONTRACTOR TOVERIFY INVERT ELEVATION AND PIPE CONDITION PRIOR TO INSTALLATION.INSTALL 8-INCH V.C.P. C-700 SERVICE LATERAL PER CAMARILLO SANITARY DISTRICT STANDARD PLATE 15.SEWER POINT OF CONNECTION TO BUILDING, SEE MEP PLANS FOR CONTINUATION, SEE NOTE 4 FOR CLEANOUTINSTALLATION.CONSTRUCT SEWER CLEANOUT TO GRADE PER CITY OF CAMARILLO SANITARY DISTRICT STANDARD PLATE 16.INSTALL 750 GALLON GREASE INTERCEPTOR PER MEP PLAN PER SEPARATE PERMIT & CITY OF CAMARILLO SANITARYDISTRICT STANDARD PLATE 27. SEE DETAIL 4 ON SHEET 14 FOR SIZING WORKSHEET & DETAIL 2 ON SHEET 13.CONSTRUCT SAMPLING/MONITORING MANHOLE PER CITY OF CAMARILLO SANITARY DISTRICT STANDARD PLATE NO. 7.INSTALL CURB OPENING CATCH BASIN PER SPPWC STD. PLAN 300-3, W=PER PLAN. LOCAL DEPRESSION PER DETAIL 3ON SHEET 11.INSTALL ROOF DRAIN CONNECTION.INSTALL MAXWELL IV DRYWELL NO. 1 DRAINAGE SYSTEM WITH OVERFLOW PIPE PER DETAIL 1 ON SHEET 15.INSTALL MAXWELL IV DRYWELL NO.3 DRAINAGE SYSTEM WITH OVERFLOW PIPE PER DETAIL 3 ON SHEET 15.INSTALL 4-INCH PVC SDR 35 STORM DRAIN, SLOPE AND LENGTH PER PLAN.INSTALL 8-INCH PVC SDR 35 STORM DRAIN, SLOPE AND LENGTH PER PLAN.INSTALL 12-INCH PVC SDR 35 STORM DRAIN, SLOPE AND LENGTH PER PLAN.INSTALL 18-INCH HDPE STORM DRAIN, SLOPE AND LENGTH PER PLAN.INSTALL STORM DRAIN BEND, ANGLE PER PLAN.CONNECT TO EXISTING 12" STORM DRAIN.ROOF DRAIN TO DRAIN TO PAVEMENT.INSTALL MAXWELL IV DRYWELL NO. 2 DRAINAGE SYSTEM PER DETAIL 2 ON SHEET 15.INSTALL SHALLOW MANHOLE PER SPPWC STD. PLAN 201-2.INSTALL 6-INCH HDPE STORM DRAIN, SLOPE AND LENGTH PER PLAN.INSTALL DUROMAXX UNDERGROUND DETENTION SYSTEM PER DETAIL 1 ON SHEET 12.INSTALL ADS CONNECTOR PIPE SCREEN PER DETAIL 1 ON SHEET 13.INSTALL 18-INCH RCP STORM DRAIN, SLOPE AND LENGTH PER PLAN.INSTALL ADS BARRACUDA HYDRODYNAMIC SEPARATOR OR CITY APPROVED EQUAL PER DETAIL 1 ON SHEET 14.INSTALL ADS BARRACUDA HYDRODYNAMIC SEPARATOR OR CITY APPROVED EQUAL PER DETAIL 2 ON SHEET 14.INSTALL ADS BARRACUDA HYDRODYNAMIC SEPARATOR OR CITY APPROVED EQUAL PER DETAIL 3 ON SHEET 14.INSTALL CURB-O-LET MODEL TCD4RD-NS THROUGH CURB FACE. INVERT TO BE 1/4-INCH ABOVE FLOWLINE. SEEDETAIL 2 ON SHEET 12. 30313233343536
SEWER:

STORM DRAIN:
3738394040A
6 CITY OF CAMARILLO
374 POLI STREET, SUITE 101VENTURA, CALIFORNIA 93001(805) 653-6597 IPD-406
21 771 E. Daily Drive, Suite 120 ● Camarillo, CA 93010California ● Idaho ● FloridaP:805.738.5434www.ccedesignassociates.comCCE DESIGN ASSOCIATES, INC.

1.BACKFILLING AND COMPACTION FOR ALL TRENCHES PER APPLICABLE AGENCY STANDARDS AND SHALL BE INSPECTED ANDAPPROVED BY THE GEOTECHNICAL ENGINEER.2.CONTRACTOR TO VERIFY ALL EXISTING INVERT ELEVATIONS FOR STORM DRAIN AND SANITARY SEWER CONSTRUCTION PRIOR TOANY SITE WORK. ALL WORK FOR STORM DRAIN AND SANITARY SEWER INSTALLATION SHALL BEGIN AT THE DOWNSTREAMCONNECTION POINT. THIS WILL ALLOW FOR ANY NECESSARY ADJUSTMENTS TO BE MADE PRIOR TO THE INSTALLATION OF THEENTIRE LINE. IF THE CONTRACTOR FAILS TO BEGIN AT THE DOWNSTREAM CONNECTION POINT AND WORK UPSTREAM, THEYSHALL PROCEED AT THEIR OWN RISK AND BE RESPONSIBLE FOR ANY ADJUSTMENTS NECESSARY.3.ALL WORK ON-SITE AND IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. NOTE THEREQUIREMENT OF ADDITIONAL PERMITS TO BE OBTAINED FROM THE CITY PRIOR TO ANY WORK BEING DONE IN THERIGHT-OF-WAY.4.GENERAL CONTRACTOR SHALL COORDINATE ALL UNDERGROUND UTILITIES. PROVIDE 6-INCHES MINIMUM BETWEEN PIPESCROSSING ELECTRICAL LINES HORIZONTALLY AND 12-INCHES MINIMUM BETWEEN PARALLEL PIPES CROSSING ELECTRICAL LINES.5.FOR UTILITY MATERIALS AND TYPES, SEE CITY STANDARDS AND / OR THE PROJECT SPECIFICATIONS.6.WATER LINES SHALL BE 12" MINIMUM ABOVE SANITARY SEWER LINE AT ALL CROSSINGS.7.MINIMUM COVER FOR WATER LINES IS 3-FEET.8.FIRE PROTECTION SYSTEMS SHOWN HEREON FOR REFERENCE ONLY. SEE FIRE PROTECTION PLANS FOR CONSTRUCTIONDETAILS.

UTILITY NOTES
4142434445
EXISTING 1” WATER METER TO BE RELOCATED TO THIS LOCATION, INSTALLATION PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO.W-11.INSTALL REDUCED PRESSURE BACKFLOW PREVETNER MODEL ZURN 375XL, OR APPROVED EQUAL.INSTALL 1-INCH PVC WATER LINE FROM BACK OF METER TO BUILDING POINT OF CONNECTION (POC) PER CITY OF CAMARILLO WATERDISTRIC DRAWING NO. W-11. SEE PLUMBING PLANS FOR CONTINUATION.UTILITY TRENCH PER CITY OF CAMARILLO STANDARD PLATE E-10.1 REV. CINSTALL 1”-90 DEG BEND, THRUST BLOCK PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO. W-49.INSTALL CLOW OR JONES DUCTILE IRON 6” WET BARREL FIRE HYDRANT ASSEMBLY W/(1) 4” AND (2) 2-1/2” OUTLETS PER CITY OFCAMARILLO WATER DISTRICT DRAWINGS NO. W-7 & W-8. FIRE HYDRANT SHALL BE WET BARREL TYPE MEETING AWWA C503.INSTALL 6” AWWA C900 DR-14 FIRE LINE. SEPARATION REQUIREMENTS PER CITY OF CAMARILLO WATER DISTIRCT DRAWING NO. W-2INSTALL 6” DOUBLE DETECTOR CHECK VALVE & DOUBLE CHECK DETECTOR BACKFLOW PER CITY OF CAMARILLO WATER DISTRICT DRAWINGNO. W-29.INSTALL 10” MULLER OR CLOW RW GATE VALVE PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO. W-34.INSTALL 6” MULLER OR CLOW RW GATE VALVE PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO. W-34.INSTALL 10”x10”x6” D.I. TEE AND THRUST BLOCK PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO. W-49.6” FIRE LINE POINT OF CONNECTION TO FIRE RISER ROOM. SEE MEP PLAN FOR CONTINUATION.DOMESTIC WATER POINT OF CONNECTION TO THE BUILDING, SEE MEP PLANS FOR CONTINUATION.INSTALL 1” MUNICIPEX WITH 10 GA TRACING WIRE IRRIGATION METER PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO. W-11,POINT OF CONNECTION PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO. W-11. 464748495051525354
WATER:

DETAIL B - DRYWELL NO. 3SCALE: 1"=10'
SEE ENLARGED DETAIL "B" BELOW
SEE ENLARGED DETAIL "A" BELOW
DETAIL A - DRYWELL NO. 1SCALE: 1"=10'
STORM DRAIN LINE-ASCALE: 1"=10'
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 10:12:10 AM, KarlaCastillo

38.41 INVSSWR MH
DS DS29
PP 802995E PP 802994E
RR TRACKAPN 162-0-270-020 RR TRACKAPN 162-0-270-020
APN 162-0-270-065115 S. DAWSON
APN 162-0-181-210140 S. DAWSONAPN 162-0-181-210140 S. DAWSON

5.00'
31313131
5444 (E) FIRE HYDRANTTO REMAIN
L=11.24'S=0.00602
L=27.06'

43.41 RIM38.34 INV443.33 RIM39.03 INV4 38.70 INVGREASE INT3 5

17.8'
15'

32.0'

42.75 FFPROPOSED BUILDING42.08 PAD 43.50 FFPROPOSED BUILDING42.83 PAD

R/W R/W
P/L
P/L20.02' SEWEREASEMENT
SEE OFFSITE IMPROVEMENTPLANS SHEETS 16-19
SEE OFFSITE IMPROVEMENTPLANS SHEETS 16-19
(E) CURB & ADARAMP(E) CURB & ADARAMP

BUILDING STEPPER ARCHITECTURAL PLANBUILDING STEPPER ARCHITECTURAL PLAN 6 MAGNOLIA STREETDAWSON DRIVE
(E) DRIVEWAY ENTRANCETO REMAIN
(E) CURB & ADARAMP(E) STRIPING DAWSON DRIVE
L=10.38'S=0.010034
PP 802994E
W=3.5'CB-215'

5.00'(X2) 5.00'L=7.02'L=5.22'L=5.82'L=48.80'L=17.45'

5.00'SEE OFFSITE IMPROVEMENTPLANS SHEETS 16-19
L=2.20'S=0.0100
L=13.17'S=-0.0100L=3.41'S=0.0100L=2.86'S=0.010039.67 INV39.67 INVBEND39.53 INVINLET2939.44 INVDRYWELL

42.67 TG39.53 INV42.96FL42.79FS
L=30.10'S=0.02002
L=38.34'S=0.00502
L=17.02'S=0.0100243.29 RIM38.04 INV4

43.26 RIM38.23 INV38.23 INV443.37 RIM38.83 INV4
(43.81 RIM)37.87 INV1

41.40 TG39.70 8" INV
4148
5352 26
42(E) WATER METER TO BERELOCATED PER CONSTRUCTION NOTE 41REMOVED (E) METER TO MAIN & ABANDON@ MAIN PER CITY FORCES.44 4545 43
4950 44514747 21
43 434343
44 3
R/W
26 2828323932L=10.38'S=0.0100

SEE ENLARGED DETAIL A BELOW
ENLARGED DETAIL ASCALE: 1"=10'
12345
21222324252627
4142434445
2829
CONNECT TO EXISTING MANHOLE PER CITY OF CAMARILLO SANITARY DISTRICT STD. PLATE 10. CONTRACTOR TOVERIFY INVERT ELEVATION AND PIPE CONDITION PRIOR TO INSTALLATION.INSTALL 8-INCH V.C.P. C-700 SERVICE LATERAL PER CAMARILLO SANITARY DISTRICT STANDARD PLATE 15.SEWER POINT OF CONNECTION TO BUILDING, SEE MEP PLANS FOR CONTINUATION, SEE NOTE 4 FOR CLEANOUTINSTALLATION.CONSTRUCT SEWER CLEANOUT TO GRADE PER CITY OF CAMARILLO SANITARY DISTRICT STANDARD PLATE 16.INSTALL 750 GALLON GREASE INTERCEPTOR PER MEP PLAN PER SEPARATE PERMIT & CITY OF CAMARILLO SANITARYDISTRICT STANDARD PLATE 27. SEE DETAIL 4 ON SHEET 14 FOR SIZING WORKSHEET & DETAIL 2 ON SHEET 13.CONSTRUCT SAMPLING/MONITORING MANHOLE PER CITY OF CAMARILLO SANITARY DISTRICT STANDARD PLATE NO. 7.INSTALL CURB OPENING CATCH BASIN PER SPPWC STD. PLAN 300-3, W=PER PLAN. LOCAL DEPRESSION PER DETAIL 3ON SHEET 11.INSTALL ROOF DRAIN CONNECTION.INSTALL MAXWELL IV DRYWELL NO. 1 DRAINAGE SYSTEM WITH OVERFLOW PIPE PER DETAIL 1 ON SHEET 15.INSTALL MAXWELL IV DRYWELL NO.3 DRAINAGE SYSTEM WITH OVERFLOW PIPE PER DETAIL 3 ON SHEET 15.INSTALL 4-INCH PVC SDR 35 STORM DRAIN, SLOPE AND LENGTH PER PLAN.INSTALL 8-INCH PVC SDR 35 STORM DRAIN, SLOPE AND LENGTH PER PLAN.INSTALL 12-INCH PVC SDR 35 STORM DRAIN, SLOPE AND LENGTH PER PLAN.INSTALL 18-INCH HDPE STORM DRAIN, SLOPE AND LENGTH PER PLAN.INSTALL STORM DRAIN BEND, ANGLE PER PLAN.CONNECT TO EXISTING 12" STORM DRAIN.ROOF DRAIN TO DRAIN TO PAVEMENT.INSTALL MAXWELL IV DRYWELL NO. 2 DRAINAGE SYSTEM PER DETAIL 2 ON SHEET 15.INSTALL SHALLOW MANHOLE PER SPPWC STD. PLAN 201-2.INSTALL 6-INCH HDPE STORM DRAIN, SLOPE AND LENGTH PER PLAN.INSTALL DUROMAXX UNDERGROUND DETENTION SYSTEM PER DETAIL 1 ON SHEET 12.INSTALL ADS CONNECTOR PIPE SCREEN PER DETAIL 1 ON SHEET 13.INSTALL 18-INCH RCP STORM DRAIN, SLOPE AND LENGTH PER PLAN.INSTALL ADS BARRACUDA HYDRODYNAMIC SEPARATOR OR CITY APPROVED EQUAL PER DETAIL 1 ON SHEET 14.INSTALL ADS BARRACUDA HYDRODYNAMIC SEPARATOR OR CITY APPROVED EQUAL PER DETAIL 2 ON SHEET 14.INSTALL ADS BARRACUDA HYDRODYNAMIC SEPARATOR OR CITY APPROVED EQUAL PER DETAIL 3 ON SHEET 14.INSTALL CURB-O-LET MODEL TCD4RD-NS THROUGH CURB FACE. INVERT TO BE 1/4-INCH ABOVE FLOWLINE. SEEDETAIL 2 ON SHEET 12.EXISTING 1” WATER METER TO BE RELOCATED TO THIS LOCATION, INSTALLATION PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO.W-11.INSTALL REDUCED PRESSURE BACKFLOW PREVETNER MODEL ZURN 375XL, OR APPROVED EQUAL.INSTALL 1-INCH PVC WATER LINE FROM BACK OF METER TO BUILDING POINT OF CONNECTION (POC) PER CITY OF CAMARILLO WATERDISTRIC DRAWING NO. W-11. SEE PLUMBING PLANS FOR CONTINUATION.UTILITY TRENCH PER CITY OF CAMARILLO STANDARD PLATE E-10.1 REV. CINSTALL 1”-90 DEG BEND, THRUST BLOCK PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO. W-49.INSTALL CLOW OR JONES DUCTILE IRON 6” WET BARREL FIRE HYDRANT ASSEMBLY W/(1) 4” AND (2) 2-1/2” OUTLETS PER CITY OFCAMARILLO WATER DISTRICT DRAWINGS NO. W-7 & W-8. FIRE HYDRANT SHALL BE WET BARREL TYPE MEETING AWWA C503.INSTALL 6” AWWA C900 DR-14 FIRE LINE. SEPARATION REQUIREMENTS PER CITY OF CAMARILLO WATER DISTIRCT DRAWING NO. W-2INSTALL 6” DOUBLE DETECTOR CHECK VALVE & DOUBLE CHECK DETECTOR BACKFLOW PER CITY OF CAMARILLO WATER DISTRICT DRAWINGNO. W-29.INSTALL 10” MULLER OR CLOW RW GATE VALVE PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO. W-34.INSTALL 6” MULLER OR CLOW RW GATE VALVE PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO. W-34.INSTALL 10”x10”x6” D.I. TEE AND THRUST BLOCK PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO. W-49.6” FIRE LINE POINT OF CONNECTION TO FIRE RISER ROOM. SEE MEP PLAN FOR CONTINUATION.DOMESTIC WATER POINT OF CONNECTION TO THE BUILDING, SEE MEP PLANS FOR CONTINUATION.INSTALL 1” MUNICIPEX WITH 10 GA TRACING WIRE IRRIGATION METER PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO. W-11,POINT OF CONNECTION PER CITY OF CAMARILLO WATER DISTRICT DRAWING NO. W-11. 30313233343536
464748495051525354
SEWER:

STORM DRAIN:

WATER:
3738394040A
6 1.BACKFILLING AND COMPACTION FOR ALL TRENCHES PER APPLICABLE AGENCY STANDARDS AND SHALL BE INSPECTED ANDAPPROVED BY THE GEOTECHNICAL ENGINEER.2.CONTRACTOR TO VERIFY ALL EXISTING INVERT ELEVATIONS FOR STORM DRAIN AND SANITARY SEWER CONSTRUCTION PRIOR TOANY SITE WORK. ALL WORK FOR STORM DRAIN AND SANITARY SEWER INSTALLATION SHALL BEGIN AT THE DOWNSTREAMCONNECTION POINT. THIS WILL ALLOW FOR ANY NECESSARY ADJUSTMENTS TO BE MADE PRIOR TO THE INSTALLATION OF THEENTIRE LINE. IF THE CONTRACTOR FAILS TO BEGIN AT THE DOWNSTREAM CONNECTION POINT AND WORK UPSTREAM, THEYSHALL PROCEED AT THEIR OWN RISK AND BE RESPONSIBLE FOR ANY ADJUSTMENTS NECESSARY.3.ALL WORK ON-SITE AND IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. NOTE THEREQUIREMENT OF ADDITIONAL PERMITS TO BE OBTAINED FROM THE CITY PRIOR TO ANY WORK BEING DONE IN THERIGHT-OF-WAY.4.GENERAL CONTRACTOR SHALL COORDINATE ALL UNDERGROUND UTILITIES. PROVIDE 6-INCHES MINIMUM BETWEEN PIPESCROSSING ELECTRICAL LINES HORIZONTALLY AND 12-INCHES MINIMUM BETWEEN PARALLEL PIPES CROSSING ELECTRICAL LINES.5.FOR UTILITY MATERIALS AND TYPES, SEE CITY STANDARDS AND / OR THE PROJECT SPECIFICATIONS.6.WATER LINES SHALL BE 12" MINIMUM ABOVE SANITARY SEWER LINE AT ALL CROSSINGS.7.MINIMUM COVER FOR WATER LINES IS 3-FEET.8.FIRE PROTECTION SYSTEMS SHOWN HEREON FOR REFERENCE ONLY. SEE FIRE PROTECTION PLANS FOR CONSTRUCTIONDETAILS.

UTILITY NOTES
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 10:12:47 AM, KarlaCastillo PL

FINISHED GROUND
EXISTING GROUNDPROPOSED BUILDING41.08 FF40.41 FG40.21FG(37.62)JOIN(38.08)BSW 41.08FS 40.50 TC(40.00) FL37.95 TC(37.45) FL1.7% 3.6%25.1%2.1%17.8% 6-FT CMU WALLPER ARCHITECTURAL PLAN(37.91)JOIN

39.73 TC(39.23) FL 41.81 TC(41.31) FL(39.86)BSW PROPOSED BUILDING42.75 FF42.08 FG2.7%1.8%41.56FG 41.84FS2.3%18.9%22.1% PL1.7%6-FT CMU WALLPER ARCHITECTURAL PLAN(40.35)JOIN
(42.38)BSW42.25 TC(41.75) FL 42.94 TC(42.44) FLPROPOSED BUILDING43.50 FF42.83 FG4.7%43.48FS2.0%24.7%8.3%1.7% 2.1%PL6-FT CMU WALLPER ARCHITECTURAL PLAN(42.67)JOIN PL
PROPOSED BUILDING43.50 FF42.83 PAD2.0%1.7%43.22 TC(42.72) FL43.37FS 43.27FS34.6%(45.34)JOIN7.63' CITY OF CAMARILLO 374 POLI STREET, SUITE 101VENTURA, CALIFORNIA 93001(805) 653-6597 IPD-406
21 771 E. Daily Drive, Suite 120 ● Camarillo, CA 93010California ● Idaho ● FloridaP:805.738.5434www.ccedesignassociates.comCCE DESIGN ASSOCIATES, INC.

POINT CPOINT BPOINT ACURB FACECURB FACEPOINT DPOINT EPOINT FGUTTERGUTTER CURB OPENINGCATCH BASIN PERSPPWC 320-3

POINT CPOINT DCURBFACE CURBFACEPOINT A POINT F
W=PER PLAN5.00'5.00' SECTION ASCALE: HORIZ. 1"=10', VERT. 1"=1' SECTION CSCALE: HORIZ. 1"=10', VERT. 1"=1'SECTION DSCALE: HORIZ. 1"=10', VERT. 1"=1' S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 10:13:07 AM, KarlaCastillo 12 UNDERGROUND DETENTIONSYSTEM DETAILSCITY OF CAMARILLO 374 POLI STREET, SUITE 101VENTURA, CALIFORNIA 93001(805) 653-6597 IPD-406
21 771 E. Daily Drive, Suite 120 ● Camarillo, CA 93010California ● Idaho ● FloridaP:805.738.5434www.ccedesignassociates.comCCE DESIGN ASSOCIATES, INC.

Design with Purpose
NOTICE TO CONTRACTORSCONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT) AT811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUNDWORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUNDUTILITIES R
Callbefore you dig.below.Know what's
DUROMAXX UNDERGROUND DETENTION SYSTEM1
CURB-O-LET MODEL TCD4RD-NS2
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 10:13:29 AM, KarlaCastillo 13 STORMWATER QUALITYDEVICE DETAILSCITY OF CAMARILLO
374 POLI STREET, SUITE 101VENTURA, CALIFORNIA 93001(805) 653-6597 IPD-406
21 771 E. Daily Drive, Suite 120 ● Camarillo, CA 93010California ● Idaho ● FloridaP:805.738.5434www.ccedesignassociates.comCCE DESIGN ASSOCIATES, INC.

Design with Purpose
NOTICE TO CONTRACTORSCONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT) AT811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUNDWORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUNDUTILITIES R
Callbefore you dig.below.Know what's
1 12374DAWSON SELF STORAGEAREA 1A(1)CAMARILLO, CA
8/20/202412377DAWSON SELF STORAGEAREA 1A(2)CAMARILLO, CA 2 8/20/202412380DAWSON SELF STORAGEAREA 1A(3)CAMARILLO, CA

ADS BARRACUDA MAX - HYDRODYNAMIC SEPARATOR ADS BARRACUDA MAX - HYDRODYNAMIC SEPARATOR INTERCEPTOR SIZING WORKSHEET4
8/20/2024
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 10:14:51 AM, KarlaCastillo 15 STORMWATER QUALITYDEVICE DETAILS3
1 2

TORRENT RESOURCES DRYWELL DETAIL

TORRENT RESOURCES DRYWELL DETAIL
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C22.0573_Civil.dwg, 10/22/2024 10:15:29 AM, KarlaCastillo PROFILE SCALES:HORIZ. 1"=20'VERT. 1"=4'
4036
11+0012+0013+0014+00
MATCHLINE STA. 14+50.00 - SEE SHEET 17
10+00
4036C/L PROFILE

TC PROFILE

Design with Purpose
NOTICE TO CONTRACTORSCONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT) AT811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUNDWORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUNDUTILITIES R
Callbefore you dig.below.Know what's0Scale 1" = 20 ft10204060 CONSTRUCTION NOTES 1CONSTRUCT 6-INCH P.C.C. CURB (TYPE A-1) OVER 4" PMB PER CITY OF CAMARILLO STANDARD PLATE E-4.1.CONSTRUCT 6-INCH P.C.C. CURB & GUTTER (TYPE A-2) OVER 4" PMB PER CITY OF CAMARILLO STANDARD PLATE E-4.1.CONSTRUCT CONC. SIDEWALK PER DETAIL 4 ON SHEET 18.CONSTRUCT COMMERCIAL DRIVEWAY OVER 4" PMB PER VENTURA COUNTY STANDARD PLATE E-2B AS MODIFIED PERDETAIL 3 ON SHEET 18.CONSTRUCT CURB RAMP OVER 4" PMB PER SPPWC STD. PLAN 111-5 CASE D TYPE 1, SEE DETAIL 2 ON SHEET 18. NOTETHAT TRUNCATED DOMES MATERIAL MUST BE ARMOR-TILE TACTILE SYSTEMS, COLONIAL RED (FEDERAL NO. 20109).CONSTRUCT CURB RAMP OVER 4" PMB PER SPPWC STD. PLAN 111-5 CASE D TYPE 1, SEE DETAIL 3 ON SHEET 18. NOTETHAT TRUNCATED DOMES MATERIAL MUST BE ARMOR-TILE TACTILE SYSTEMS, COLONIAL RED COLOR (FEDERAL NO.20109).CONSTRUCT AC PAVING TO MATCH EXISTING SECTION IN DAWSON DRIVE, OR TO THE FOLLOWING SECTION, WHICHEVERIS GREATER: TI=6.0: 4-INCH ASPHALT CONCRETE ON 9-INCH AGGREGATE BASE, COMPACTION PER GEOTECH REPORT.CONFIRM PAVING SECTION WITH SITE GEOTECH ENGINEER BASED ON FINAL R-VALUES. FINAL SECTION TO BEDETERMINED BASED ON APPROVED STRUCTURAL PAVEMENT RECOMMENDATION LETTER.GRIND AND OVERLAY 2-INCH MIN. A.C. PAVEMENT.CONSTRUCT LOCAL DEPRESSION PER DETAIL A ON SHEET 18.CONSTRUCT PARKWAY DRAIN PER SPPWC STANDARD 151-3 (S=24").CONTRACTOR SHALL PROTECT EXISTING UTILITY COVER IN PLACE. GRIND AND OVERLAY AROUND MANHOLE AND VALVECOVERS. 234567891011
16 OFFSITE STREETIMPROVEMENTS PLAN
MATCHLINE STA. 14+50.00 - SEE SHEET 17
GENERAL NOTES1.REFER TO SHEETS 9 AND 10 FOR ON-SITE AND OFF-SITE UTILITY DESIGN INFORMATION.

STA 11+01.3736.01 FL9STA 11+06.4335.82 FL9 STA 11+14.3435.82 FL9STA 11+19.4136.67 FL9 STA 12+07.4736.77 FS ECR1
STA 12+50.0536.99 FL1
STA 13+05.3237.26 FS BC1
STA 14+22.5637.85 FL1
STA 11+95.6437.00 FS POC1
R/W

2.00%

1.81%

1.80%

1.90%

1.86%

1.80%BSW38.56BSW38.37BSW38.11BSW37.91BSW37.6237.43BSW BSW37.11BSW36.65BSW37.49 3 3
3 4
(37.33)JOINJOIN(37.4)JOIN(37.6)JOIN(37.6)JOIN(37.7)
SEE GRADING SHEETS 5-8FOR ONSITE IMPROVEMENTS

DAWSON DRIVE
℄
℄
℄
℄
℄
℄
℄
11 STA 11+82.77CL DWY
384039
403738
38 3737
375
5 JOIN(37.1)JOIN(37.0)JOIN(37.0)
STA 10+78.0536.86 FL10

5.85'
C1
C2R/W
R/W
R/W
JOIN(36.8)JOIN(36.6)
R/W
R/W

59.82'

27.9'R/W8'19.9'

81.76'R/W109.64' (VARIABLE WIDTH)R/W

46.34'R/W32.26'R/W8'24.26'

75.96' (VARIABLE WIDTH)R/W
N51°19'52"E205.90'
L=131.22',R=400.00'D=18°47'43"L=131.36', R=400.00'D=18°48'57" W=33.19'
C3
N51°21'07"E97.90'
C4
S51°21'07"W72.59'
JOIN(37.9) JOIN(37.5)JOIN(37.5)
STA 11+47.6536.48 FS ECR1STA 11+66.1836.84 FS POC1
STA 14+37.9037.93 FS EC1STA 14+50.0038.05 FL1STA 14+50.00 JOIN(38.31)14+50.0038.52 FS
STA:12+07.47ELEV:37.27 ECRSTA:12+38.48ELEV:37.42 TCSTA:12+56.44ELEV:37.51 TCSTA:13+06.65ELEV:37.76 TCSTA:13+96.02ELEV:38.23 TC

0.5%

0.5%TOP OF CURB PROPOSED TOPOF CURB

2.5%
STA:11+22.12ELEV:36.83 TCSTA:10+98.16ELEV:36.54 TC

LOCALDEPRESSIONEXISTING GRADETOP OF CURBEXISTINGGRADE

4.2%STA:14+50.00ELEV:38.55 TC0.5% FLOWLINE ATDRIVEWAYSTA:12+07.41ELEV:36.77 FLSTA:11+47.65ELEV:36.48 FL STA:11+08.44ELEV:36.49 TC18.53' O.C.Δ 14: 36.91

11.83' O.CΔ 14: 37.44Δ 14: 37.39Δ 14: 37.33STA:11+95.64ELEV:37.50 POCΔ 14: 36.88Δ 14: 36.84 STA:11+66.18ELEV:36.60 FLSTA:11+66.18ELEV:36.84 POC
STA:11+47.65ELEV:36.98 ECR
(E) GROUND@ CL(E) GROUND@ CL
GB STA = 10+41.00ELEV = 36.733
GB STA = 11+74.77ELEV = 37.484
GB STA = 12+94.85ELEV = 37.718
GB STA = 13+97.32ELEV = 38.052

0.6%

2.7%

0.3%STA:14+50.00ELEV:38.52 FS
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C23.0573_15-18_OFFSITE_STREET_IMP.dwg, 10/24/2024 7:00:27 AM, KarlaCastillo

Design with Purpose
NOTICE TO CONTRACTORSCONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT) AT811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUNDWORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUNDUTILITIES R
Callbefore you dig.below.Know what's
0Scale 1" = 20 ft10204060
CONSTRUCTION NOTES 1CONSTRUCT 6-INCH P.C.C. CURB (TYPE A-1) OVER 4" PMB PER CITY OF CAMARILLO STANDARD PLATE E-4.1.CONSTRUCT 6-INCH P.C.C. CURB & GUTTER (TYPE A-2) OVER 4" PMB PER CITY OF CAMARILLO STANDARD PLATE E-4.1.CONSTRUCT CONC. SIDEWALK PER DETAIL 4 ON SHEET 18.CONSTRUCT COMMERCIAL DRIVEWAY OVER 4" PMB PER VENTURA COUNTY STANDARD PLATE E-2B AS MODIFIED PERDETAIL 3 ON SHEET 18.CONSTRUCT CURB RAMP OVER 4" PMB PER SPPWC STD. PLAN 111-5 CASE D TYPE 1, SEE DETAIL 2 ON SHEET 18. NOTETHAT TRUNCATED DOMES MATERIAL MUST BE ARMOR-TILE TACTILE SYSTEMS, COLONIAL RED (FEDERAL NO. 20109).CONSTRUCT CURB RAMP OVER 4" PMB PER SPPWC STD. PLAN 111-5 CASE D TYPE 1, SEE DETAIL 3 ON SHEET 18. NOTETHAT TRUNCATED DOMES MATERIAL MUST BE ARMOR-TILE TACTILE SYSTEMS, COLONIAL RED COLOR (FEDERAL NO.20109).CONSTRUCT AC PAVING TO MATCH EXISTING SECTION IN DAWSON DRIVE, OR TO THE FOLLOWING SECTION, WHICHEVERIS GREATER: TI=6.0: 4-INCH ASPHALT CONCRETE ON 9-INCH AGGREGATE BASE, COMPACTION PER GEOTECH REPORT.CONFIRM PAVING SECTION WITH SITE GEOTECH ENGINEER BASED ON FINAL R-VALUES. FINAL SECTION TO BEDETERMINED BASED ON APPROVED STRUCTURAL PAVEMENT RECOMMENDATION LETTER.GRIND AND OVERLAY 2-INCH MIN. A.C. PAVEMENT.CONSTRUCT LOCAL DEPRESSION PER DETAIL A ON SHEET 18.CONSTRUCT PARKWAY DRAIN PER SPPWC STANDARD 151-3 (S=24").CONTRACTOR SHALL PROTECT EXISTING UTILITY COVER IN PLACE. GRIND AND OVERLAY AROUND MANHOLE AND VALVECOVERS. 234567891011
PROFILE SCALES:HORIZ. 1"=20'VERT. 1"=4'
4036
15+0016+00
42 17
17+0018+0019+0020+00

OFFSITE STREETIMPROVEMENTS PLAN
MATCHLINE STA 14+50.00 - SEE SHEET 16MATCHLINE STA. 14+50.00 - SEE SHEET 16 4036
42 C/L PROFILE

TC PROFILE
STA 14+91.8038.67 FL1
STA 15+91.8039.82 FL1
STA 16+41.8040.47 FL1
STA 16+91.8041.12 FL1
STA 17+41.8041.77 FL1
STA 17+91.8042.23 FL1
STA 18+37.7342.60 FL10

1.80%

1.74%BSW43.25BSW42.86BSW42.41BSW41.75BSW41.10BSW40.46BSW39.86BSW39.30R/WR/W 3333 4 1.80%(43.78)JOIN JOIN(42.6) (41.60)JOIN JOIN(39.3)
STA 18+39.7342.61 FL10
FG42.69FG42.71 SEE GRADING SHEETS 5-8FOR ONSITE IMPROVEMENTS

DAWSON DRIVE
(E) ST. LIGHTPROTECT IN PLACE
℄℄℄℄℄℄℄℄℄℄

36.82'R/W11111111

MAGNOLIA STREET
STA 18+81.76CL DWY
42 4242
4141
4040
39384039
44 43

5.85'
STA 18+61.5642.94 FL10
STA 18+85.5643.07 FL10
R/WR/W
(43.46)JOIN

R/W R/W
W=24'

48.55'

67.81' (VARIABLE WIDTH)R/W8'25.8'34'R/W
37'R/W 8'28.82'

33.81'R/W

67.82' (VARIABLE WIDTH)R/W33.82'R/W34'R/W8'25.82'

73.84'N32°30'55"E73.33'
N32°31'05"E486.82'

37.93 FS EC1STA 14+50.0038.05 FL1STA 14+50.0038.05 FL1
14+50.0038.52 FS14+50.0038.52 FS
(E) GROUND@ CL
GB STA = 15+12.36ELEV = 39.276
GB STA = 15+41.81ELEV = 39.689(E) GROUND@ CL

1.6%STA:19+13.29ELEV:44.14 TC1.9%

2.0%

0.9%

1.0%

1.7%

1.3%

1.2%(E) GROUND@ CLSTA:14+50.00ELEV:38.52 FS
STA:15+99.85ELEV:40.43 TCSTA:17+02.48ELEV:41.76 TC

0.8%

1.3%

1.3% TOP OF CURB

EXISTING GRADE
TOP OF CURBEXISTING GRADETOP OF CURBEXISTING GRADE STA:14+96.12ELEV:39.24 TC STA:18+05.40ELEV:42.84 TCSTA:18+45.93ELEV:43.16 TC

1.5%

1.0%

1.2%

0.8% STA:17+53.68ELEV:42.43 TC STA:15+31.18ELEV:39.62 TCPROPOSEDDRIVEWAYSTA:18+61.45ELEV:43.00 FLSTA:18+85.45ELEV:43.12 FLSTA:18+92.51ELEV:43.77 TCSTA:18+58.82ELEV:43.39 TCSTA:18+88.45ELEV:43.60 TC STA:14+50.00ELEV:38.55 TC S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C23.0573_15-18_OFFSITE_STREET_IMP.dwg, 10/24/2024 6:59:55 AM, KarlaCastillo

OFFSITE STREETIMPROVEMENTS DETAILS
18 SIDEWALK DETAIL4

35.82 FL36.49 TC35.82 FS36.49 TC36.36 FL36.86 TC 36.04 FL36.54 TC36.01 FL36.51 TC36.67 FL37.17 TC FS36.52 36.20FSFS36.17FS36.83
7'
6'5' 6'
5'
4'

2.00%
FS36.75
FS36.84
FS36.93
FS37.03

36.61 FL37.11 TC
FS37.00
FS36.9537.33FS

37.39FS

36.80 FL37.30 TCFS36.85
FS36.915.22%

1.53%1.97%0.56%

1.83%

5.05'
4'
4'

7.15'6.58'
4'

1.81%

37.43BSW BSW37.118'
37 C1
C2

10.76'1.83%

1.68%9.75%
FS43.67
FS43.46
FS43.45
0" CF43.00

43.40FS

43.33FS

43.27FS

43.46FS8'

4.92'

1.74%

14.83'
44 FS43.39
0" CF43.07 0" CF42.9442.89 FL43.39 TC43.60 TC43.10 FLJOIN(43.1)JOIN(44.0)JOIN(43.6)0" CF43.62 43.30FS

43.17 TC42.67 FL

43.42FS
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C23.0573_15-18_OFFSITE_STREET_IMP.dwg, 10/22/2024 1:17:42 PM, KarlaCastillo

36.02FL
8'SIDEWALK

36.51FL
(E) GROUND
R/WC/L
C/L
C/L
C/L
C/L
C/L
R/W3'RIBBON GUTTER36.67BSW

37.04FS

37.07BSW
(37.13)JOIN

17.51'4" AC OVER 6" AB (T.I.=6.0)20.31'GRIND & OVERLAY

1.5'GUTTER15.15'4" AC OVER 6" AB (T.I.=6.0)29.8'GRIND & OVERLAY R/W8'SIDEWALK
3'CONCRETE GUTTER36.74FL
R/W7.5'DRIVEWAY13.38'4" AC OVER 6" AB (T.I.=6.0)25.63'GRIND & OVERLAY (37.42)JOIN
(37.53)JOIN
(37.64)JOIN
(37.62)JOIN
(40.90)JOIN
(40.18)JOIN
(39.49)JOIN
(38.93)JOIN
(38.30)JOIN
(37.83)JOIN
(37.63)JOIN
(43.77)JOIN
(42.93)JOIN
(42.55)JOIN
(42.09)JOIN
(41.54)JOIN
8'SIDEWALK1.5'GUTTER11.78'4" AC OVER 6" AB (T.I.=6.0)

22.22'GRIND & OVERLAY
8'SIDEWALK10.17'4" AC OVER 6" AB (T.I.=6.0)22.13'GRIND & OVERLAY37.24FL R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
8'SIDEWALK1.5'GUTTER9.62'4" AC OVER 6" AB (T.I.=6.0)27.22'GRIND & OVERLAY 8'SIDEWALK1.5'GUTTER9.48'4" AC OVER 6" AB (T.I.=6.0)30.75'GRIND & OVERLAY

1.5'GUTTER10'4" AC OVER 6" AB (T.I.=6.0)30.24'GRIND & OVERLAY C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
8'SIDEWALK10'4" AC OVER 6" AB (T.I.=6.0)

30.23'GRIND & OVERLAY

1.5'GUTTER

1.5'GUTTER8'SIDEWALK10'4" AC OVER 6" AB (T.I.=6.0)28.75'GRIND & OVERLAY 8'SIDEWALK1.5'GUTTER
8'SIDEWALK1.5'GUTTER
10'4" AC OVER 6" AB (T.I.=6.0)28.7'GRIND & OVERLAY
10'4" AC OVER 6" AB (T.I.=6.0)28.31'GRIND & OVERLAY
10'4" AC OVER 6" AB (T.I.=6.0)30.42'GRIND & OVERLAY
10'4" AC OVER 6" AB (T.I.=6.0)30.99'GRIND & OVERLAY

9.99'4" AC OVER 6" AB (T.I.=6.0)31.27'GRIND & OVERLAY

9.99'4" AC OVER 6" AB (T.I.=6.0)32.49'GRIND & OVERLAY
10'4" AC OVER 6" AB (T.I.=6.0)

28.75'GRIND & OVERLAY
R/W
R/W
R/W
R/W
R/W
8'SIDEWALK1.5'GUTTER
8'SIDEWALK1.5'GUTTER
8'SIDEWALK1.5'GUTTER

1.5'GUTTER8'SIDEWALK

1.5'GUTTER8'SIDEWALK
3 3
3 3
3 3
3 3
3 3

37.62BSW36.99FL

37.88BSW

38.13BSW

38.36BSW

38.59BSW

39.31BSW

39.86BSW

40.46BSW

41.11BSW

41.76BSW

42.42BSW

42.93BSW

43.35BSW

43.62BSW

37.48FL

37.72FL

37.95FL

38.67FL

39.23FL

39.82FL

40.47FL

41.12FL

41.77FL

42.23FL

42.63FL

43.13FL
3 3
3 3

2.0%0.2%2.7%1.8%1.9%

1.9%1.9%1.8%1.8%1.8%1.8%1.8%

1.8%2.0%1.8%1.5%6.4%

7.0%5.2%4.8%4.2%2.1%

0.1%0.6%1.8%0.9%2.0%2.7% 1.0%

2.6%1.6%1.6%1.4%4.0%
2 2
2 2
2 2
2 2
2 2
2 2
2 2
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 8
8 8
8 8
8 8
8 8
8 8
8 8
8 8
8 8

8.82'4" AC OVER 6" AB (T.I.=6.0)7(37.16)JOIN
(E) GROUND
(E) GROUND
(E) GROUND
(E) GROUND
(E) GROUND
(E) GROUND
(E) GROUND
(E) GROUND
(E) GROUND
(E) GROUND
(E) GROUND
(E) GROUND(E) GROUND
(E) GROUND
(E) GROUND
(E) GROUND
(E) GROUND

36.83FS
8'SIDEWALK
3 3

1.5'GUTTER

27.1'

29.3'

27.88'

27.94'

27.91'

27.89'

30.17'

33.6'

36.48'

36.83'

33.87'

33.82'

33.81'

33.82'

33.88'

33.84'

33.8'

33.48'

OFFSITE STREETIMPROVEMENTS SECTIONS
19 CONSTRUCTION NOTES XSEE SHEETS 16 & 17 FOR KEYNOTES.

S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C23.0573_15-18_OFFSITE_STREET_IMP.dwg, 10/22/2024 1:18:28 PM, KarlaCastillo

R/W R/W
S:\1.Projects\C22.0573 Dawson Self Storage\3.CAD\C23.0573_19-21_HC.dwg, 10/18/2024 8:40:44 AM, KarlaCastillo

Camarillo City CouncilJanuary 8, 2025

Camarillo City Council
January 8, 2025