Camarillo City Council
June 26, 2024

PUBLIC UTILITY AUTHORIZATION FOR OPERATION GENERAL NOTES CALLEGUAS MWD GENERAL NOTES WATER: CALLEGUAS MUNICIPAL WATER STANDARD LAND

RE PRESENT DURING
305-579-7137

INCLUDING POIHOLING CON RACIORSHAN
SEWAGE DISPOSAL: ITY OF CAMARILL KERN COUNT
05-388-532 STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AS IS NOT SUFFICIENT. PLEASE I LOWS• TWO FOR 4-WAY INTERSECTIONS ONE FOR 2_WA

GREATER IF THE PIPELINE IS IN AN EASEMENT
TELEPHONE: SPECTRUM - DAVID DINIRO INTERSECTIONS (ONLY IF NAME CHANGES), ONE FOR 3-WAY CALLEGUAS FACILITIES MUST BE PROTECTED AT ALL THE PLACEMENT 833-487-4772 INTERSECTIONS.

CONSTRUCTION DEBRIS

PELINE REMOVAL OR PLACEMENT
F FCTRIC: $05-5R~- CAL EDISON - OSCAR ANTONIO ALL UNDERGROUND UTILITIES AND SERVICE LATERALS SHALL BE

INSIALLED PRIOR O CONS RUCHION OF CURB
AND PAVING, OR AS APPROVED BY THE CITY PUBLIC WORKS INSPECTOR EASEMENT.

GAS: 808-701-3360 4. ALL GRADING SHALL CONFORM TO THE CITY GRADING ORDINANCE. 4. CROSSINGS OF CALLEGUAS WATER LINES MUST BE POTHOLED IN THE FIELD PRIOR TO CONSTRUCTION OF THE CROSSING UTILITY.

FOR NEW UTILITES CROSSING OVER THE CMWD PIPELINE, IF VERTICAL CLEARANCE ABOVE THE CMWD CABLE T.V.: 500-21 - SEAN MURPHY 5. REQUIREMENTS FOR ROCK BASE TO BE DETERMINED BY SOIL ANALYSIS. CMWD STANDARD PIPELINE IS BETWEEN 6 INCHES AND 12 INCHES, DRAWING 1101 (UTILITY FILLMORE PIRU
INLESS SHOWN OTHERWISE, STATIONING ON PLANS REFERS T CROSSING OVER EXISTING PIPELINE 6" TO 1' COVER) MUST BE USED. VERTICAL CLEARANCE OF LESS THAN 6 INCHES IS NOT ALLOWED. SANTA PAULA BARDSDALE

6. FOR NEW UTILITIES CROSSINGS UNDER THE CALLEGUAS PIPELINE, CMWD STANDARD DRAWING 1103

EL RIO CAMARILLO F
TO CMWD STANDARD DRAWING 1102 (UTILITY CROSSING UNDER EXISTING PIPELINE (>4 TRENCH @OXNARO HOUSAND EVELOPER' WIDHT)).

CORES E20 WITH SISTERS PROUD AN WATER SIRES SANA BE CONSTRUCTED IN ACCORDANCE WITH THE CITY 8. ALL REMOVAL AND RECOMPACTION OVER THE DISTRICT'S PIPELINE MUST BE COORDINATED WITH THE REPRESENT 40-251-2507 9. SEA LATEST CALATERA STATEMERE RESOURCES ON ROD ANCE REQUIREMENTS. VICINITY MAP

SOILS ENGINEER
ADDRESS: 871 MONROE COUR STEP A NACHO CUCAMONGA, CA 10. BEEORIES TRACE CONTROL SON SEND BE INSTALED BY THE TELEPHONESTIVE: 909-980-645NSEN, BRAHIM FOUD BRAHIM. CLARENCE JANG SIGNATURE BLOCK:
'. A RELOAST TON ONE ON, AN INTERESTED PARTNES SHALL
DATE OF REPORTS: APRIL 26, 2023

UNLESS OTHERWISE SPECIFIED, ALL ASPHALT CONCRETE SHALL BE TYPE PERFOMANCE GRADED (PG) 64-10. REVIEWED BY CAFEGUAS MUNICIPAL RISER DISTRICT 02 - 21-2024

PERMIT NUMBERS 'OSSESS A VALID
13 AT OF CANTRIO BUSINESS UNRE PRO TO RES
VENTURA COUNTY GRADING PERMIT NO.

14. CONTRACTOR SHALL CONTACT USA/DIG ALERT (UNDERGROUND SERVICE

VENIURA CUNIY RAD ENCROACHMENI PERMINO
ALERT OF SOUTHERN CALIFORNIA) AT 811 OR 1-800-422-4133 FOR VENTURA COUNTY WATERSHED PROTECTION DISTRICT (VCWPD) ENCROACHMENT OCATING UNDERGROUND FACILITIES, 2 WORKING DAYS PRIOR TO PERMIT NO.

DIGGING
BUILDING & SAFETY PERMIT NO. LOCATION MAP
PERMIT NO. 5' MIN DEPTH OR GREATER, CAL -OSHA PERMIT RECO S27 T2N R21W

FOAMINU VENTURA FREEWAY
OUTHERN CALIF. EDISON PERMIT NO.

VERMON PERMIT NO. C7442,
CABLE T.V.

LIST OF STANDARDS

16. ALL STABILIZATION AND EROSION CONTRO
CITY OF CAMARILLO:

STD. DET. S-1
STD. DET. S-1A

INDEX OF DRAWINGS
ACCESSIBILY FOR PERSONS WITH DISABILITIES SHA COMPLY WITH SHEET NO. DISCIPLINE NO. DRAWING NO.

DESCRIPTION
C0.01 COVER SHEET c-18475
VENTURA COUNTY ROAD STANDARDS CO.10 ENGINEERS GENERAL NOTES KADING AND IMPROVEMENIS SHALL BE ACCOMPLSHED IN SUCH A C-18476 STD. PLATE E-2B
MANNER TO FACILITATE TITLE 24 COMPLIANCE FOR PERSONS WITH CO.11 PROJECT INFO AND QUANTITIES C-18477

DISADILITICO
C1.00 ON-SITE REMOVAL PLAN
11040
C2.00 SIT PANAND ONSTE SIGNING & STRIPING PANI C-18479
GRADING AND DRAINAGE COVER SHEET 1C-18480
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC) 2021: C3.10 GRADING AND DRAINAGE PLAN c-18481 CS.20 GRADING AND DRAINAGE DETAILS -C-18482.

STD. PLAN 111-5
STD. PLAN 112-2 63.21 GRADING AND DRAINAGE DETAILS C-18483 SID. PLAN 120-3, TYPE "A1-6" POST-CONSTRUCTION STORMWATER MANAGEMENT DETAILS C-18484 STD. PLAN 120-3, TYPE "A2-6" POS-CONSCION STORMWATER MANAGEMENT DATAS C-18485 C3.00 GRADING AND DRAINAGE CROSS SECTIONS C-18486
C4.10 WATER AND SEWER PLAN C-18487
CAMARILLO WATER DIVISION 2000
STD. W-11 NOTE: POTHOLING OF ACILITY IS REQUIRED TO C5.00 STORMWATER POLLUTION CONTROL PLAN C-18487A STD. W-12 CONSTRUCTION ABOVE THE FACILITY GIVEN THE SHALLOWNESS OF THE FACILITY 13B C5.10 IS ORMWATER POLLUTION CONIROL DEALS C-18487B
STD. W-13 NOTE: A DEFERRED SUBMITTAL FOR SPRINKLER SYSTEM IN ACCORDANCE C6.01 LAS POSAS RD AND PONDEROSA DR REMOVAL PLAN C-18488 STD. W-22 NITH NFPA 13 AND VCD STANDARD 14.7.2 IS REQUIRED STREET IMPROVEMENT PLAN LAS POSAS RD STA 4+41 TO 6o.10 C-18489
SID. W- 24
CAMARILLO SANITARY DISTRICT 2015: APPROVED T DAIE REFERENCE DRAWING NUMBERS 6+69 AND PONDEROSA DR STA O+0O TO 1+98 PLATE-16 C6.20 LAS POSAS RD & PONDEROSA DR SIGNING & STRIPING PLAN C-18490 PLATE -18 APN: 164-0-121-155

STANDARD COVER SHEET FOR
CERTIFICATE OF "AS BUILT"

OTHER SANDARDS HEREBY CERTIFY THAT THE WORK ON DRAWING(S) PLAN CHECK CONSULTANT IMPROVEMENT PLANS IHROUGH MARKED AS "AS-BUILT" W Witngner
HAVE BEEN CONSTRUCTED IN CONFORMANCE WITH LINES AND engineerin CPD-252

SHOWN ON SAID PLANS, DRAWINGS, AND REFERRED
SPECIFCATIONS E.P. 23-80 23-08
REPARED BY: APPROVED: CITY OF CAMARILLO
R.C.F DATE
BENCHMARK NO 5 - 387 RM- • SEG
BENCHMARK DATA: BRASS DISK SET FLUSH ON TOP OF THE
CURE, AND LOS POSAS INTER INTERSECTION OF PONDEROSA ALI SAMIH FAKIH 02/01/2024

ENGINEER DATE
EX. DATE 09/30/202E 49 SYRES: 12/31/2024 RAWING NO.

C 74431 RCE 76459
ENGINEERS GENERAL NOTES: 11. PROMPTLY REMOVE ALL RUBBISH, TRASH, DEMOLITION DEBRIS, AND ORGANIC MATERIAL FROM THE LIMITS OF THI A. GENERAL PLAN ITEMS:

THESE GENERAL NOTES SHALL BE APPLICABLE TO ALL SHEETS WITHIN THIS SET OF DRAWINGS

2. HE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. LOCATIONS ARE BASED ON THE BEST AVAILABLE REFERENCE PLANS AND AN ACTUAL FIELD SURVEY OF VISIBLE STRUCTURES. PARKING OF THE

3. SURVE DATED MARCH 0, 2023. IT IS BELIEVE THAT SURE ENTAL ET USE DOES NOT 2023. IT IS BELIEVED THAT GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SURVEY INFORMATION AND ASSUMES NO RESPONSIBILITY FOR OF VEHICLES. NO ERRORS DUE TO INACCURATE OR INCOMPLETE SURVEY DATA. SHALL BE MADE WITHOUT PRIOR APPROVAL OF

4. ALL DIMENSIONS AND / OR COORDINATES SHOWN ON THESE DRAWINGS ARE TO BACK OF CURB, CENTER OF

5. NO DIMENSION MAY BE SCALED. REFER UNCLEAR TOOTHERE ONE REA

IL EROSION AND SILTATION CONTROL MEASURES MUST BE IN PLACE PRIOR TO STARTING REMOVALS AND EAR B. SITE PLANNING CONSIDERATIONS VING OPERATIONS. THESE CONTROL MEASURES SHALL CONFORM IN ALL RESPECTS TO OPENING AGEN 1DFV OPMENT AND USE OF THIS SITE WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES.

FIRE LANES SHALL BE ESTABLISHED AND PROPERLY DESIGNATED IN ACCORDANCE WITH THE LOCAL MUNICIPALITY AND

DEPARIMEN REQUREMENIS

3. ALL NEW OR RELOCATED UTILITIES WILL BE PLACED UNDERGROUND. HAVING JURISDICTION.

AREAS CREENED TO CONCEAL TRASH CONTAINERS, LOADING DOCKS, TRANSFORMER PTH TO

FLOW PREVENTERS AND OTHER MECHANICAL OR ELECTRICAL EQUIPMENT FROM EYE LEVEL ADJACENT TO ALI ROVIDE A SMOOTH CORNERS, RECEIVING AREAS, HYDRANTS, TRANSFORMERS, METERS, GENERATORS, COMPACTORS, STEPS, AND RAILINGS.

AS NECESSARY
ALL SIGNAGE REQUIRES SEPARATE APPROVAL AND PERMITS. NOT LIMITED TO, CONSTRUCTION SIGNAGE, SIREEI SWEEPING A MINIMUM 6-FOOT HORIZONTAL SEPARATION BETWEEN WATER AND SEWER PIPELINES WILL BE MAINTAINED. CONTRACTORS RESPONSIBILITY. PERFORM RESTORATION WORK WITH

10. OWNERS OF PROPERTY ADJACENT TO THE PUBLIC RIGHT-OF-WAY WILL HAVE THE RESPONSIBILITY FOR MAINTAINING 8. TRAC MAN AT E MANT ACE TO PE IN ACCORINNE RITA MU.T.C.D.

ALL LANDSCAPING WITHIN THE RIGHT-OF-WAY IN ACCORDANCE WITH APPROVED PLANS.

C. CODE COMPLIANCE:

1. WORK SHALL CONFORM TO THE REQUIREMENTS OF GOVERNING AGENCIES HAVING JURISDICTION. GRADING, PAVING,

AND MAIERIALS SHALL COMPLY WITH IME SIAIE DEPARIMENI OF IRANSPORTATION STANDARD SPECIFICATIONS FOF CONSTRUCTION AS WELL AS PROJECT SPECIFICATIONS AND DRAWINGS. IN CASE OF DISCREPANCIES BETWEEN

NDARD COMPLIES WITH LOCAL CODE AND/OR UTILITY COMPANY REQUIREMENTS AND THE GENERAL DESIGN INT •THE PROJECT IS NOT COMPROMIS
19 EMERING GROUP, L CLANS NO RESPONS BUT RATSOVER FOR THE ELECTRIC CAO USES OR TO ENGE FERRE ANO ONE TO REPOSER TO SORTER FOR E. ON-SITE DOCUMENTATION

CONTRACTOR SHALL HAVE A COPY OF APPROVED SOI

QUIREMENT

ILS REPOR
. THE CONTRACTOR SHALL HAVE ONE (1) SIGNE
(MUTCD AND AS MODIFIED BY THE CALTRANS SUPPLEMENT TO THE MUTCD. THE PLAN SHALL ADDRESS THE PROPRIATE TRANSARS AND SPECTATIN A COPY OF AR PERMITS AND EXTENSION AGREMENTS NEEDE

UIREMENTS FOR ALL SIGNS, BARRICADES, FLAGMEN, LIGHTS, HOURS OF CONSTRUCTION, AND OTHER DEVICES /

ESSARY FOR SAFE TRAFFIC CONTR OF THE PLANS AND HE
AND AS MODIFIED BY THE STATE IMPROVEMENTS ARE BEING INSTALLED.

DOI SUPPLEMENI I0
SIGNED IN ACCORDANCE WITH CURRENT ADA REQUIREMENTS. 3. THE CONTRACTOR SHALL HAVE ONE (1) SET OF DRAWINGS ON SITE FOR RECORDING AS-BUILT INFORMATION.

4. A COPY OF APICABLE MUNGS)

KEPT ON SITE THROUGHOUT THE PROJECT
c. ACCESS ROUTES WITH SLOPES GREATER THAN 5.0 PERCENT ARE CONSIDERED RAMPS. RAMPS MAY HAVE A - APPLICABLE, THE CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKINGS IN A METHOD APPROVED BY TH

2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR COMPLETION OF

KEQUIRE A MAND RAIL

ENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS UNLESS SPECIFICALLY NOTED OTHERW D. CONTRACTOR VERIFICATION / COORDINATION ITEMS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING TO ACCOMPLISH ALL WORK INDICATED ON PLANS A TO PERFORM REQUIRED COMPACTION OPERATIONS C74431

4. PROTECT EXISTING

5. CONTRACTOR SHAL PROJEC BENCHMARKS). BY RUNNING

AT LEAST TWO BENCHMARKS, AND SHALL PROVIDE SURVEY NOTES OF SUCH TO PROJECT

NGINEER PRIOR TO COMMENCING CONSTRUCTION

3. TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE STATE DOT STANDARD DETAIL SHEETS AND THE MANUAL ON OF
REVIEWED:

NA

10. CONTRACTOR SHALL KEEP EXISTING STREETS, ROADS AND DRIVES CLEAR OF DIRT, DEBRIS AND EQUIPMENT. NA

DESCRIPTION APPO DATE

DEPARTMENT OF PUBLIC WORKS

CITY OF CAMARILLO
N/A

DATE ENGINEERS

N/A GENERAL NOTES
CPD-252
DATE
PLAN CHECK CONSULTANT VILLDA DRN BY: DES BY: CK'D BY: ™M N/A APPRUVED:

DEPUTY DIRECTOR, E DATE
DATE
N/A

WATER SUPERINTENDENT
02/01/2024 N/A

EGISTERED CIVIL ENGINEER
EXPIRES 09/30/2025 WATER RECLAMATION SUPERINTENDENT

PROJECT TEAM ABBREVIATIONS CONFLICTS

CLIENT/DEVELOPER OWNER CIVIL ENGINEER/ARCHITECT AGGREGATE BASE NORTH

RALPHS RE/ASPHALT CONCRE MSPS NATIONAL SOCIETY FOR PROFESSIONAL NO CONFLICT SIGNATURE BLOCK

SUSTAINABILITY ENGINEERING GROUP
1100 W ARTESIA BLVD. ESTOS_CEMENT O SURVEYORS

UTILITY NAME NE COMPANV

NO O SCALE IELEPHUND
COMPTON, CA 90220 STE O5 AMERICANS WITH DISABILITIES ACT UTILITY DATE SUBMITED

COMPANY REPRESENTATIVE
PHONE: 949-297-4460 EXT 302 AMERICAN LAND TITLE ASSOCIATION ON CONIER PHN: 0-0-3205 ATE: A PRE 2807)
TTN.: CASEY MCKEON BUILDING SEBACK OFFSET SOUTHERN 02/10/2023 AIN: EDDIE DURAN OSCAR ANIONIC 005-654-/444
MAIL: [email protected] EMAIL: [email protected] PCOP PAVEMENT CAL LUISUN EMAIL: [email protected] PORTLAND CEMENT CONCRETE
OrCUIKUM DAVID DINIRO 833-487-4772 02/10/2023
PERFORMANCE GRADED 02/10/2023

SOCALGAS NERSES PAPALYAN N/A
PROP DROPOSEr

KIOSK POLYVINYL CHLORIDE
MADISON INDUSTRIES SAGEBRUSH/VENTAIRE, LLC. QTY. QUANTITY CABLE/TV FRONTIER SEAN MURPHY 909-217-0116 02/10/2023 909 N. WHEELING AVE. RADIUS
TULSA, OK 74110. DRAINAG FAS-MENI K.U.Wi RIGHTS-OF-WAY
PHONE: : 910-000-1412 DESC. • DESCRIPTION KPDA REDUCED PRESSURE BACKFLOW ENGINEER'S CERTIFICATION:

ATTN.: PHILLIP K. FOMOTOR DETAIL I, ALI FAKIH, AS THE ENGINEER OF RECORD FOR THIS DEVELOPMENT, HEREBY CERTIFY AIIN.. ATAN KIKK ASSEMBLI
EMAIL: [email protected] EMAIL: [email protected] EMAIL: [email protected] DIAMETER

SOMER EAT HAT ALL UTILITY COMPANES LISTED ABOVE HAVE BEEN PROVIDED FINAL

GEOTECH DEPARTMENT OF TRANSPORTATION
SALEM ENGINEERING GROUP, INC. SQUARE FEEL UN ORAT NO ME MOD IS SEM AL 8711 MONROE COURT, SUITE A ESMT CASEMENT STANDARD PLANS FOR PUBLIC WORKS RANCHO CUCAMONGA, CA 91730
EXISTING CONSTRUCTION 02/01/2024
PHON-: 909-980-6455
ATTN.: MARIA G. RUVALCABA FINISH FLOOR ELEVATION STATION

FINISHED GRADE STD SIANDARU SIGNATURE DATE
EMAIL: MARAOSALEM.NEI

SIDEWALK

FRE HORANT

QUANTITIES GUTTER

CONTRACTOF GUIDANCE MANUAL FOF

ER QUALITY CONTRO

ELEVATION

GRADING AND DRAINAGE QUANTITIES

LINEAR FEET
DESC. QTY. UNIT _ANDSCAPE SETBACK WATER EASEMENT

MAXIMUM I
6" CURB & GUTTER 339
6" VERTICAL CURB MANHULE

ASPHALT PAVEMENT
6" CONCRETE PAVEMENT
8" CONCRETE PAVEMENT PROJECT INFO

CONCRETE
ADA RAMP PROJECT LOCATION:

VEGETATED SWALE SITE ADDRESS: 672 LAS POSAS ROAD, CAMARILLO, CALIFORNIA, 93010. 18" NYLOPLAST JECT DESCRIPTI
36" NYLOPLAST PROJECT IS A PROPOSED FUEL CENTER WITH KIOSK AND CAN

STORM MANHOLE
FILTERRA BIOSCAPE VAULT SITE DATA:

ASSESSOR PARCEL NUMBER: 164-0-121-155
6" PVC ZONING:

GROSS ARLA: 51.513.86 S- (0.72 AC)

1.5'X0.5' CONCRETE
SCUPPER NET AR-A• 18,872.80 SF (0.43 AC).

DISTURBED "AREA: 40,450.67 SF (0.93 AC)

C FAN-OU
SAWCUTTING BASIS OF BEARING:

TRASH ENCLOSURE : BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OF LAS POSAS ROAD, BEING NOO 13'35"W PER TRACT NO.1678 (41 MR65).

STREET IMPROVEMENT QUANTITIES BENCHMARK:
25-387 RM-1
DESC. QTY.
6" CURB & GUTTER 244 TANDARD BRASS DISK SET FLUSH ON TOP OF THE CURB, 61'+ N OF THE INTERSECTION OR

ONDEROSA DRIVE AND LOS POSAS ROAL
4" ROLL CURB
ASPHALT PAVEMENT 395 ELEVATION = 106.54' (US FT) NAVD 88

CONCRETE

HANDICAP RAMP

SAWCUTTING
TYPE II SLURRY 1,129
FEMA

ON-SITE WATER QUANTITIES
R-VI-W-D:

DESC. UNIT BASE FLOOD ELEVATION
FIRM
NA
2" CPVC SCH-80 LINE NUMBCK (IN AU ZONE USE UPIN)
1" CPVC SCH-80 LINE
092/
06111C0927F 065020 N/A
1" MUNICIPEX IRRIGATION LINE 01/07/2015 (SHADED)
2" RPBA N/A

DESCRIPTION APP'D DATE
1" RPBA

DEPARTMENT OF PUBLIC WORKS

OFF-SITE WATER QUANTITIES CITY OF CAMARILLO

DESC UNIT
2 MUNICIPEX DOMESTIC LINE DAIE PROJECT INFO
1" MUNICIPEX IRRIGATION LINE AND QUANTITIES
2" WATER METER NA
1" IRRIGATION WATER METER CPD-252

PLAN CHECK CONSULTANT DAIE
WILLDAN DES BY: CK'D BY:

SEWER QUANTITIES Engineering

DESC N/A
UNIT

DEPUTY DIRECTOR, ENVIRON DATE

VILNIAL/ SIUNMWAIN

CLEAN OUT DATE
SEG EXPIR: 2/0/2024

WATER SUPERINIENDENI DAIC
(QUANTITIES SHOWN ARE FOR PERMITTING PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR DEIERMINING QUANTIES FOR BIDDING PURPOSCS.) ALI SAMIH FAKIH 0201/2024 N/A PROJ. NUMBER 210104
EXPIRES 09/30/2025 SHEET 3 0
NE 6 14431
LEGAL PARCEL DESCRIPTION:

5. OF RACI NO. 1678, IN THE CITY OF CAMARILLO, COUNTY OF VENTURA, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 41, PAGE 65 OF MAPS, IN THI • FOUND 1" IRON PONDEROSA DRIVE
NEPIN DOWN 0.1'
PER (94)MR078.
1E7-P7IN6, OF FORAL FECOS OF SO COUT CAMARLO, A GENERAL LAW CIY, WHICH IS RECORDED ON DECEMBER 17, 1997 UNDER INSTRUMENT NO.

OFF-SITE VAULT
SHEET 14 FOR ADDITIONAL INFORMATION ГОР=106,47-
REMOVAL CONSTRUCTION KEY NOTES LEGEND:
1-149. pe95800--
- SAW CUT
STORM WATER DRAINAGE » SAWCUTEEXSIING PAVEMENTO PROVIDESIRAIGHINVERTICAL-I CHANNEL EASEMENT : FROM IRREGULARITIES. MIN 2' FROM GUT - PROPERTY LINE

STORM DRAINAGE
<2> CLEAR SITE, REMOVE VEGETATION AND DEBRIS WITHIN LIMITS OF

PAVEMENT REMOVAL

CONSTRUCTION
3> PROTECT EXISTING CATCH BASIN. GRIND
4 REMOVE EXISTING ELECTRICAL VAULT. EXISTING LEGEND:

WATER EASEMENT
5 UNDERGROUND ELECTRIC LINE TO BE ABANDONED. DRAIN INLET

RECORDED APRI

HIR- HYDRAN
<6 REMOVE EXISTING STEEL BOLLARDS. SIGN

OF OFFICIAL RECORDS
→ REMOVE EXISTING GAS VALVE. TRAFFIC SIGNAL LIGHT
EX. 144"X42" RCP > UNDERGROUND WATER LINE TO BE REMOVED. STREET TIGHT STORM DRAIN Ex. SEWER EASEMENT TELEPHONE MANHOLE
<9 REMOVE EXISTING GAS METER.

TRAFFIC SIGNAL BOX
10 UNDERGROUND GAS LINE TO BE ABANDONED. -WATER M-TER
RECORDED JANUARY 29,
11> PROTECT EXISTING SEWER STRUCTURE. WAlER VALVE
AS BOOK 1697 PAGE 564 12 REMOVE EXISTING VERTICAL CURB STEEL BOLLARD

PORTION OF LOTS OF OF OFFICAL RECORDS

GAS VALVE
TR. NO. 1678 MB 41/65 13 REMOVE EXISTING ASPHALT PAVEMENT.

GAS METFR

43.75' 1A REMOVE AND SALVAGE TREE TO RELOCATE IN REDESIGNED ISLAND. •GAS LINE EX. R.O.W. •STORM DRAIN LINE
<15 PROTECT EXISTING LIGHT POLE.
: EX. X" ACP - WATER LINE
16 REMOVE AND RELOCATE EXISTING SIGN.
• TELEPHONE LINE
NO 13'35.0 1T PROTECT EXISTING VERTICAL CURB.

RP STORM DRAIN LINE
REFER TO OFF-SITE REMOVAL PLAN 18 FIELD VERIFY STORM DRAIN LOCATION AND DEPTH. REMOVE AND I EX. X" RCCP I CALLEGUAS WATERLINE
14 FOR ADDITIONAL INFORMATION REPLACE ANY DAMAGED PIPE AS APPLICABLE. 19) PROTECT EXISTING SEWER LINE.
* EASEMENT NOTES:
20 PROTECT EXISTING TELEPHONE VAULT/LINE. AN EASEMENT FOR STORM WATER DRAINAGE CHANNEL AND INCIDENTAL <21> REMOVE AND REPLACE PAVERS/GROUND COVER PER LANDSCAPE PURPOSES IN FAVOR VENTURA COUNTY RECORDED JULY 2, 1953 AS JUNE 03, BOOK 1142 PACE 471 OF OFFICIAL RECORDS.

PLANS.
22) PROTECT EXISTING UNDERGROUND GAS LINE.

AMARILLO, CA 93011 PARCEL A (35)P.M.87 FFE=107.52 23) REMOVE AND REPLACE EXISTING CATCH BASIN.

AN EASEMENT FOR STORM DRAINAGE EASEMENT AND INCIDENTAL
I PEND ET RENE, * WANIN FOR PROPOSED OVERLY PURPOSES IN FAVOR OF VENTURA COUNTY FLOOD CONTROL DISTRICT.

RECORDED DECEMBER 17, 1956 AS BOOK 1467 PAGE 595 OF
OFFICA RECORDS.

LAS POSAS ROAD SIGNATURE BLOCK:

VERIFY EX. SEWER 02-27-2024 C74431

REVEWED BY CALEGUAS MU

MANHOLE LOCA DATE
_** N89° 45' 18.00"E
13625
5/3024
N/A

DESCRIPTION

APITAL PROJECIS

DFPARTMENT OF PRIC WORKS

TORM DRAIN

CITY OF CAMARILIO
NA

ON-SITE REMOVAL PLAN
EX. CB-2 N/A
RIM = 105.09 SCALE. 1" = 10
CPD-252
DATE
WILLDA! DRN BY: CK'D BY:
minear
(5104.86)
6/19/24

FOUND VENTURA COUNTY NTAL/STORMWATER
STANDARD WEI WTH 1" IP DATE
SEG 5-2-24 EXPIRES: 12 3/2024
DATE
WASHER PER (94)MR078
02/01/2024 N/A

RED CIVIL ENGINEER
EXPIRES 09/30/2025 WATER RECLAMATION SUPERINTENDENT SHEET 4 OF - FOUND 1" IRON PIN DOWN 0.1' NOTE:

PER (94)MR078. PONDEROSA DRIVE ADA COMPLIANT DRIVEWAY PER SITE PLAN NOTES:

VENTURA COUNTY ROAD
*EX. STORM WATER STANDARD PIATE F_OR ) 43' X 88' CANOPY (3,784 S.F.). REFER TO ARCHITECTURAL DRAWIN 30) PAINTED SYMBOL OF ACCESSIBILITY PER DET. 17/SHEET 9.

DRAINAGE CHANNEL TO OFF-SITE PLAN SHEET 15 VOPY BY OWNE FOR ADDITIONAL INFORMATION (31) ASPHALT PAVEMENT.
& EX. STORM 115) 2 DRAMINGSATED 8X21 - 7* KOSK (174 S.F.). REFER TO ARCHITECTURAL 32) 4" WIDE WHITE PAINT STRIPING.

L=114.99
(3) DISPENSER ISLAND (TYP. 5) PER FUEL PIPING PLANS. 33) WASTE/WINDSHIELD SERVICE CENTER PROWDED BY OWNER, INSTALLED BY

SINGLE COMPAR MEN DOUBLE WALL UNDERGROUND STORAGE TANI
CRESTVIEW DRAIN 20,000 GALLON UNLEADED). 34) TUNER, ON MEED BY SER FOR NON-FOOD ITEMS ONLY PROVIDED BY

INSTALLED BY
23) 5 TWO COMPARTMENT DOUBLE WALL UNDERGROUND STORAGE TANK (10,000 35) AIR/WATER UNIT.

GALLON DIESEL AND 8,000 GALLON PREMIUM UNLEADED).
* OSTRIMET NO. 4192 6 CANOPY STEEL COLUMN WITH CONCRETE BASE (TYP. 5). (36) BOLLARD WITH ADA SIGN PER GRADING AND DRAINAGE PLAN SHEET 7. 37 200A 120/208V 5Ø WALL MOUNTED METER.

SUBMERSIBLE PUMP MANHOLE PER FUEL PIPING PLANS.

Ai9ti → 8) 38) STEEL BOLLARD PER GRADING AND DRAINAGE PLAN SHEET 7.

TANK VENT RISER PER FUEL PIPING PLANS.
16 TYP. INSPECTION WELL PER FUEL PIPING PLANS. 3918 NTLOPLASI WITH STANDARD H-20 GRATE PER GRADING AND DRAINAGE PLAN SHEET 7.
31) 10) SEE " VERTICAL CURB AND GUTTER, PER GRADING AND DRANAGE PLAN EX. SEWER EASEMENT
271.35 TO CAMARILLO SANITARY TOA
NEW 6™ VERTICAL CURB, PER GRADING AND DRAINAGE PLAN SHEET 7.

CONT
1OB CURD PENING WIH RIP RAP PGRADING AND DRAINAGE
RECORDED JANUARY 29, PLAN SHEET
AS BOOK 1897 PACE 364
11) 6" THICK CONCRETE SLAB UNDER CANOPY WITH 2' CHAMFER CORNERS.

F OFFICIAL RECORDS REFER TO ARCHITECTURAL
12) 8" THICK CONCRETE SLAB OVER TANKS WITH 2' CHAMFER CORNERS. LEGEND:
13) MULTI-PRODUCT DISPENSER EQUIPMENT (TYP. 5). EXISTING PROPERTY LINE

35.00 W 14) 4° WIDE SAFETY STRIPING WITH 4" YELLOW PAINT, AT 45'2 FEET O.C. CANOPY ABOVE

ACCESS CASEMENTI
(15 NEW CONCRETE SIDEWALK PER STREET IMPROVEMENT PLAN SHEET 15.

43. 5
EX. R.O.W. 16) EXISTING LIGHT POLE. LANDSCAPE SETBACK
17 OVERFILL ALARM, LOCATION PER PLAN. SAWCUT LINE
(111 CN SLAB
18) 5' WIDE ACCESSIBLE PATHWAY WITH 4" BLUE PAINT, AT 45'2 FEET O.C.

11.35 LIGHTING UNDER THE CANOPY, PER PHOTOMETRIC LIGHTING PLAN. ASPHALT PAVEMENT LAS POSAS ROAD (20 6'X4' FILTERRA BIOSCAPE PER GRADING AND DRANAGE PLAN SHEET 7. - LIMI Or DS URBANCH 19 trp.+ EX. RECIPROCAL EASEMENT

AGREEMENT RECORDED - ADA PATH
21) EMERGENCY STOP SWITCH, LOCATION PER PLAN.

JUNF 03. 2002 AS INSTRUMENI
NO. 02-131408 OF
22 STATIC GROUND ROD ACCESS MANHOLE PER FUEL PIPING PLAN.

PROJECT ADDRESS: 672 LAS POSAS RD, CAMARILLO, CA
23 8'X16' TRASH ENCLOSURE. REFER TO ARCHITECTURAL PLANS PER DETAIL 1 5,651 5/A2.1. REFER TO C.O.C. STD. DET. S-1 & S1-A.

DEVELOPMENT INFORMATION:
164-0-121-155

EXISTING ZONING
6" PERFORATED UNDERDRAIN PER GRADING AND DRAINAGE PLAN SHEET 7. EXISTING LOT SIZE 18,873 SF 0.43 lAC 25)
26) VEGETATED BIO-SWALE PER GRADING AND DRAINAGE PLAN SHEET 7. PROPOSED LOT / PAD:

BUILDING AREA:
27 J OVERFLOW CATCH BASIN PER GRADING AND DRAINAGE PLAN SHEET 7. ICANOPY 3.784 KIOSK 174.00
EXISTING STOP (28) FLOGARD PLUS PER GRADING AND DRAINAGE PLAN SHEET 7. TOTAL 3,958 SF 29 BOLLARD WITH SIGN PER GRADING AND DRAINAGE PLANS SHEET 7. BUILDING COVERAGE 30% MAX 21% PROP 1 PER 250SF RETAILI
INCL. ADA
* EASEMENT NOTES:
10% MIN
CR TO RE REMOVED KEVIEWED:

AND REPACED WITH

STORM MANHOLE ARCEL B ACCESS EASEMENT
BEING DESIGNATED ON THE MAP OF TRACT 1678, AS Stay
STORM DRAINAGE EASEMENT 1467 OR 595' AND
EX. 144"X42" RCP _OTTED AS SHOWN ON 18 RS 68. TITLE OR COUNTY 1

STORM DRAIN RIFYCURRENI SIAUS OF FASEMEN
(281 N/A

N EASEMENT FOR STORM DRAINAGE EASEMENT AN DESCRIPTION APP'D DATE

IDENTAL PURPOSES IN FAVOR OF VENTURA COUNT DEPARTMENT OF PUBLIC WORKS → E-- 1956 AS BOOK 1467 PAGE 595 OF OFFICIAL RECOROS. CITY OF CAMARILLO amonto 5/28/2024

COMPLIANT DRIVEWAY PER SITE PLAN AND ONSITE

SIGNING & STRIPING PLAN
SCALE: 1" = 10' N/A
CPD-252

AN CHECK CONSULTANT W WILLDAN
ORN BY DES BY: CK'D BY:

APPROVED:

SIGNATURE BLOCK: DEPUTY DECTOR, ENRONMENTAL/STORMWATER
- FOUND VENTURA COUNTY DATE

SANDARD WE WHIP

SEG N/A
OPEN DOWN 1.2' IN LIEU 02-27-2024 WATER SUPERINTENDEN

OF SQUARE SPIKE AND DATE

ARMENED BY CALECUAS MUNCIPAL WATER DISTRICT
WASHER PER (94)MR078 02/0/2024 NA PROJ. NUMBER 210104
EX. PLANTER
WATER RECLAMATION SUPERINTENDENT DAIE SHEET 5 OF C-18479

GENERAL NOTES ENGINEERED GRADING INSPECTION CERTIFICATE

GRADING SHALL BE IN ACCORDANCE WITH THE CITY OF CAMARILLO GRADING ORDINANCE WHICH ADOPTS BY REFERENCE THE CALLEGUAS MWD NOTES CALIFORNIA BUILDING CODE/2022 CODE CYCLE ED. (CBC). THE VENTURA COUNTY STANDARD LAND DEVELOPMENT SPECIFICATIONS JOB ADDRESS 672 LAS POSAS RD

ALL REMOVAL AND RECOMPACIION OVER THE DISIRICS PIPELINE MUSIRE COORDINATED WTH THE (SLDS), THE LAND DEVELOPMENT MANUAL (LDM), AND THE MOST RECENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC OWNER MJC INVESTMENT PROPERTY XV, LLC DISTRICT. THE DISTRICT'S PROJECT MANAGER MUST BE NOTIFIED AT LEAST 2 WORKING DAYS IN WORKS CONSIRUCTION (SSPWC) SHALL BE APPLICABLE ADVANCE. THE DISTRICT'S SOILS ENGINEER MUST APPROVE THE MATERIALS AND COMPACTION IN AN

A PRECONSTRUCTION CONFERENCE OF ALL INTERESTED PARTIES SHALL BE HELD PRIOR TO ANY CONSTRUCTION OR GRADING T ROUGH GRADING CERTIFICATION IF EQUIPMENT LOADING LIMITATIONS ARE NECESSARY TO PROTECT THE NSWER ANY QUESTIONS OR TO CLARIFY ANY PORTION OF THESE GRADING PLAN PIPELINE, THEY WILL BE ENFORCED DURING OVEREXCAVATION AND RECOMPACTION.

BY SOILS ENGINEER CROSS OVER EXSING CALLEGUAS MANHOLES. THE

ALL KECUMMENDAIIONS MADE BY INE SOILS ENGINEER (AND/OR ENGINEERING GEOLOGIST, WHERE EMPLOYED) CONTAINED IN THE REPORTS REFERENCED HEREON AS APPROVED OR CONDITIONED BY THE CITY SHALL BE A PART OF THIS GRADING PLAN.

4. THE GRADING PLAN SHALL BE DESIGNED UTILIZING BEST MANAGEMENT PRACTICES (BMP'S) FOR THE DISCHARGE OF STORM WATER RUNOFF FROM THE PROJECT IN COMPLIANCE WITH THE REQUIREMENTS OF THE VENTURA COUNTY NATIONAL POLLUTANT DISCHARGE SIGNATURE BLOCK:

ELIMINATION SYSTEM (NPDES) PERMIT. EARTHWORK CONSTRUCTION HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED DESIGN.

5. ALL GRADED SURFACES SUBJECT TO EROSION SHALL BE PROTECTED AND EROSION CONTROL PLANTING SHALL BE ESTABLISHED AS LOT NUMBERS 13 APPROVED BY THE CITY ENGINEER. DIUM DAMAGE PRCVENIION MEASURES OR PREVENTATIVE DEVICES REQUIRED BYIHECIY MARCH 26, 2024 REVIEWED BY 04/15/2024 SOIL BEARING VALUES, AND SPECIAL RECOMMENDATIONS. _FOR TEST DATA, RECOMMENDED ALLOWABLE CALEGUAS MUNCIPA WATER DISTRICT

ENGINEER SHALL BE INSIALLED ANDRULLY FUNCTIONAL BYLOCATA

6. STABILIZATION OF SLOPES SHALL BE IN ACCORDANCE WITH CITY APPROVED METHODS (TAMPING, GRID ROLLING, PLANTING, & REMARKS IRRIGATION SYSTEM). THE SUBDIVIDER SHALL PLANT EACH AND EVERY SLOPE, BOTH CUT & FILL, FOUR FEET OR MORE IN HEIGHT,

WIIH SUABLE GRASSES AND GROUND COV-R
ENGNCER REG. NO. DA N

ALL DELETERIOUS MATERIAL, SUCH AS LUMBER, LOGS, BRUSH, OR ANY OTHER ORGANIC MATERIALS OR RUBBISH, SHALL BE (SIGNATURE) GEOTECHNICAL NOTES

REMOVED FROM ALL AREAS TO RECEIVE COMPACTED FILL THE GEOTECHNICAL CONSULTANT SHALL DETERMINE THE EXPANSION POTENTIAL OF THE FINISH GRADE

8. UNSUITABLE MATERIAL, SUCH AS TOP SOIL, WEATHERED BED ROCK, ETC., SHALL BE REMOVED AS REQUIRED BY THE SOILS BY ENGINEERING GEOLOGIST

AND FOUNDAIION DESIGN KECOMMENDAJIONS
ENGINEER (AND/OR. ENGINEERING GEOLOGIST, WHERE EMPLOYED) FROM ALL AREAS TO RECEIVE COMPACTED FILL OR DRAINAGE SHOULD BE REVISED IF THE EXPANSION POTENTIAL OF FINISH GRADE MATERIALS SUBSTANTIALLY STRUCTURES. I CERTIFY THAT. THE ROUGH GRADING WORK INCORPORATES ALL OF THE RECOMMENDATIONS CONTAINED IN THE REPORT OR OFFERS FRON

REPORTS FOR WHICH I AM RESPONSIBLE AND ALL RECOMMENDATIONS THAT I HAVE MADE BASED ON FIELD INSPECTION OF THE V OF GRADING, SAMPLES OF THE ONSITE SOILS SHALL BE COLLECTED AND TESTED

9. ALL AREAS TO RECEIVE COMPACTED FILL SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER (AND/OR ENGINEERING WORK DURING GRADING.

GEOLOGIST, WHERE EMPLOYED) AFTER REMOVAL OF UNSUITABLE MATERIAL AND EXCAVATION OF KEYWAYS AND BENCHES, AND PRIOR TO PLACEMENT OF SUBSURFACE DRAINAGE SYSTEMS OR ANY FILL REMARKS THE OVEREXCAVATION AND RECOMPACTION WORKS SHALL EXTEND HORIZONTALLY 2 FEET BEYOND THE

10. ALL SOIL OR ROCK MATERIALS DEEMED UNSUITABLE FOR PLACEMENT IN COMPACTED FILL SHALL BE REMOVED FROM THE SITE. ANY MATERIAL SUCH AS CONCRETE OR IMPORTED MATERIALS SHALL BE APPROVED BY THE SOILS ENGINEER AND CITY ENGINEER PRIOR EDGES OF THE DESIGNATED AREA AS SHOWN ON PLAN. THE EXTENT OF OVEREXCAVATION AND ENGINEERING GEOLOGIST C.E.G. NO. DATE KECOMPACIION SHALL BE IN ACCORDANCE WHIH SPECTED IN THE GEOIECHNICAL

I USE IN COMPACIED FILL WHERE EXCAVAIED MAIERIAL IS BLOCKY, IT WILL BE BROKEN INTO SUITABLE PARTICLE SIZES, NONE (SIGNATURE) DECEMBER 3, 2021 AND ANY SUBSEQUENT RESPONSE LETTERS
LARGER THAN 3 INCHES IN LARGEST DIMENSION, BEFORE BEING USED AS FILL IN CONFORMANCE WITH SEC. J107.3 OF THE CBC.

11. THE SOILS ENGINEER SHALL DIRECT THE REMOVAL OR TREATMENT OF ANY EXISTING UNDERGROUND STRUCTURES SUCH AS ETC. BY SUPERVISING CIVIL ENGINEER

12. ANY WATER WELL LOCATED WITHIN THE SITE SHALL BE REPORTED TO THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ITS I CERTIFY TO THE SATISFACTORY COMPLETION OF ROUGH GRADING INCLUDING APPROXIMATE FINAL ELEVATIONS; MUDIRICATON UR DESIRUCTION. SPECIAL PROCEDURES ARE REQUIRED FOR ABANDONMENT.

15. ALL EXCAVAIED BACK SLOPES AND KEYS FOR BUTTRESS FILLS MUST BE EXAMINED BY THE SOILS ENGINEER AND ENGINEERING

GEOLOGIST TO INSURE THAT ALL POTENTIAL PLANES OF FAILURE HAVE BEEN EXPOSED IN THE EXCAVATION AND WILL BE ADEQUATELY

SUPPORTED BY THE PROPOSED CERTIFICATION TO BE SUBMITTED BY THE CONSULTANTS

14. THE SOILS ENGINEER SHALL SUBMIT RECOMMENDATIONS FOR CORRECTIVE WORK TO INSURE SLOPE STABILITY WHERE UNSTABLE • 4/23/2024 MAILMAL I CAUSE AI INC IUP Ur GUID. LOT NUMBERS ring Group, Inc.

15. TERRACE DRAINS, INTERCEPTOR DRAINS AND DOWNDRAINS SHALL ALL BE CONSTRUCTED OF 3" MIN. P.C.C. (OR GUNITE) L SALEM

KEMARKS
REINFORCED WITH 6"x 6" × 10 x 10 W.W.M. AND SHALL BE OF EITHER SEMI-CIRCULAR OR TRIANGULAR CROSS SECTION, AND SHALL BE INSALLED PRIOR O APPROVAL OF ROUGH GRADING BYHE CITY ENGINFER-AT THEIR RESPECTIVE UNCTIONS ENGINEER REG. NO. - JAIC
INVERT OF DOWNDRAINS SHALL BE ONE FOOT BELOW THE PROJECTION OF THE INVERT OF THE INTERCEPTOR OR TERRACE DRAINS. SIGNATURE) EXP. DATE

JUNCTIONS SHALL BE WARPED AND SUFFICIENT PAVEMENT SHALL BE PROVIDED, OR SPLASH WALLS CONSTRUCTED TO PREVENT

16. MASAL FOR ASTERCEPTOR DRUNS, TERRACE DRANS, AND DONMORANS SHAL MET SUBSECIONS 201-1 OF THE SPIC AND BY SPLASHING. FINAL GRADING CERTIFICATION SUBSECTION 400 OF THE SLDS, EXCEPT THAT THE CONCRETE LINED SWALES, V-DITCHES, PAVED TERRACE DRAINS, - DOWNDRAINS, BERMS. VELOCITY REDUCERS AND OTHER EROSION PROTECTION DEVICES SHALL BE OF CLASS 520-C-2500 UNLESS OTHERWISE SPECIFIED. DEVICES REQUIRED BY THE GRADING PERMIT,

17. INTERIM SOILS AND GEOLOGIC REPORTS SHALL BE SUBMITTED TO THE CITY AS REQUIRED BY THE CITY ENGINEER, CITY INSPECTOR, EROSION TREATMENT OF SLOPES AND IRRIGATION SYSTEMS (WHERE REQUIRED) HAVE BEEN INSTALLED.

OR DESIGNATED CTY • REPRESENTATIVE. PROVISION HAVE BEEN MADE FOR DRAINAGE OF SURFACE WATERS FROM EACH BUILDING SITE.

18. PRIOR TO PLACEMENT OF CONCRETE SIDEWALK, GUTTER AND CURB, THE BASE SHALL BE SPRAYED FOR WEED CONTROL WITH

LOT NUMBERS

PRE-EMERGENI SPRAY

REMARKS

19. FINAL COMPACTION AND SOILS ENGINEERING (AND, IF APPLICABLE, ENGINEERING GEOLOGY) REPORTS, SUMMARIZING ALL WORK

PERFORMED AND CONCLUDING THAT FILLS HAVE ACCORDING TO THE APPROVED PLANS AND STATING THAT ALL GROSSLY STABLE AS GRADED SHALL BE ENGINEER REG. NO. DAIL GEOLOGIC FEATURES ARE SUBME HE CY. PRIOR APPROVAL Or HE (SIGNATURE) ROUGH GRADING BY HE CY NGNE EXP. DATE

20. IF IMPORT/EXPORT IS REQUIRED, THE FOLLOWING SHALL BE SUBMITTED TO THE CITY ENGINEER:

GRADING CONTRACTOR CERTIFICATION
A. IF SOIL COMES FROM/OR GOES TO A SITE WITHIN THE CITY LIMITS OF CAMARILLO. SUBMIT:

1. GRADING PLAN OF SOURCE/DISPOSAL SITE SIGNED BY CIVIL ENGINEER AND SOILS ENGINEER TO BE APPROVED BY THE CITY BY GRADING CON RACIOR ENGINEER.

SCAL: SCAL: INDEX OF DRAWINGS
L. GRADING PERMI AND PAYMENI OF REQUIRED FEES FOR SOURCE/DISPOSAL SITE * THOSE ASPECTS OF THE WORK THAT CAG

3. GRADING BOND, IF APPLICABLE, FOR SOURCE/DISPOSAL SITE. AS A COMPETENT GRADING CONTRACTOR, WITHOUT SPECIAL EQUIPMENT OR PROFESSIONAL SHOT DESCRIPTION DRAWING NO.

1. COPY OF THE APPROVED GRADING PERMIT OR PERMISSION FROM OUTSIDE AGENCY. REFER TO SHEET 1 FOR INDEX GRADING CONIRACIOH LICENSE NO. DATE
(SIGNATURE) C74431

2. THE SOURCE OF IMPORT/EXPORT SHALL BE PROPERLY IDENTIFIED WITH AN ASSESSOR'S PARCEL NO.

IN CHER CASE. SUBMIT
INSTRUCTIONS: THE OWNER MAY SIGN IF GRADING WAS NOT DONE BY A LICENSED GRADING CONTRACTOR.

1. A CERTIFICATE OF SUITABILITY OF THE IMPORTED/EXPORTED (IF WITHIN CITY) SOIL BY THE SOILS ENGINEER.

2. CLEAN-UP AND REPAIR FUNDS AS DETERMINED BY THE CITY ENGINEER. CITY OF CAMARILLO ENCROACHMENT PERMIT NO.

3. SPECIFIC HAUL ROUTE SHALL BE APPROVED BY THE CITY ENGINEER.

LOCALION & VICINIY MAR CONSULTANTS REFERENCE DRAWING NUMBERS

21. PRIOR TO PROJECT APPROVAL, THE DEVELOPER SHALL OBTAIN THE FOLLOWING PERMITS (IF APPLICABLE):

UTILITIES: UNDERGROUND PERMITS (*" DENOTES FRANCHISE UTILITY) HIS GRADING PLAN IS ACCEPTABLE IN REGARD TO SOILS (AND GEOLOGIC, CALLEGUAS MUNICPAL WAIER DSIRIC: HILE NO. 105/13 OF THE SUPPORIVE REPORTS DATED FORMS TO THE EARS [VENTURA COUNTY FLOOD DISTRICT: DRAWING NUMBER Y-3-1103 * SOUTHERN CALIFORNIA GAS PERMII NO.
* SOUTHERN CALIFORNIA EDISON PERMIT NO HE SUPPORTIVE REPORTS DATED: 12/3/2021; 8/9/2022; 9/8/2022

PONDEROSA DRIVE
* TELEPHONE COMPANY PERMIT NO.. 2/25 2023 L/2G 223R05: /202 28 30241-12/86/2024 * CABLE TELEVISION PERMIT NO. BY Stardp battles
BUILDING AND SAFETY PERMIT NO REG. NO.

V.C. WATERSHED PROTECTION DIST. PERMIT NO. ROAD Noud Ibrahim PERMINO.

CATRANS PERMIT NO
COMPANY: SALEM ENGINEERING GROUP, INC. 8711 MONROE COURT, FOR CONTINUAION SEE SHE- NUMBER SOUTHERN PACIFIC RAILROAD PERMIT NO. VICINITY MAP

22. CONTRACTOR SHALL CONTACT USA/SC (UNDERGROUND SERVICE ALERT) AT 1-800-422-4133 FOR LOCATING UNDERGROUND SUITE A, RANCHO CUCAMONGA, CALIFORNIA 91730, 909-980-6455 STANDARD COVER SHEET FOR NTS CNGINCERING GEOLOGT REPURIS:

FACES. IWO WORKING DAYS PRIOR TO DIGGING.

S27 T2N R21W PLAN CHECK CONSULTANT GRADING IMPROVEMEN PLANS

23. EXCAVATIONS: ALL EXCAVATIONS OF 5' OR GREATER IN DEPTH, REQUIRE A CAL-OSHA PERMIT. (714) 558-4411. 24 HR. (SIGNATURE) ENGINEERING GEOLOGIST C.E.G. NO.

SERVICE. VENTURA FREEWAY CPD-252
CAL-OSHA PERMIT NO. DAIC (PRINT NAME)
24 QUANTS. COMPANY
CUT CERTIFICATE OF "AS BUILT"
- CUBIC YARDS _CUBIC YARDS CITY OF CAMARILLO G.P.

EXPORT_ OPOSAL SITE 23F. NO. _ CUBIC YARDS IMPORT _CUBIC YARDS CHECKED BY:

HEREBY CERTIFY THAT THE WORK ON DRAWING(S) IHROUGH PREPARED BY APPROVED: CITY OF CAMARILLO SOURCE SITE G.P. NO. DESCRIPTION APP'D DATE
"AS-BUILT"
GRADING BOND NO.

SEG

25. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 (TWO) UNITS HORIZONTAL TO 1 (ONE) UNIT VERTICAL.

BENCHMARK NO: 25-387 RM-1 R.C.E. _ DATE ALI FAKIH SAMIH 02/01/2024 BENCHMARK DAIA: _ STANDARD BRASS DISK SET FLUSH ON TOP OF THE CURB, 61'+ N OF THE INTERSECTION OF DATE DRAWING NUMBER REGISTERED CIVIL ENGINEER R.C.E. NO DAE
PONDEROSA DRIVE AND LOS POSAS ROAD R.C.E. EXPIRES 09/30/2025 C-18480 EXPIRES 1231/2024
GRADING CONSTRUCTION KEY NOTES GRADING LEGEND:

ROGE MATCH EXISTING GRADE; CONTRACTOR TO VERIFY IN FIELD ALL GRADES PRIOR TO G=XX.XX- GUR VALION
- FOUND 1' IRON CONSTRUCTION ACTIVITIES AND CONTACT ENGINEER IN CASE OF ANY -PIN DOWN 0.1'
P=Yy Yy- PAVEMENT ELEVATION
PONDEROSA DRIVE WATERLINE EL TEL - 2)
OFF-SITE PLAN SHEET COPE R- CONCRETE CURB AND GUTTER PER SPNC STD. PLAN 120, CONCRETE FIFVATION

FOR ADDITIONAL INFORMATION
-G=106.30-1
**EX. STORM WATER DRAINAGE 2A) CONSTRUCT 6" CONCRETE VERTICAL CURB PER SPPWO STD. PLAN 120, тC=xx.xx/ TOP OF CONCRETE CHANNEL EASEMENT IC=C=106.21 T
TYPE "A1-6".
& STORM DRAINAGE EASEMENT TIC=C=106.58 RIGHT OF WAY
GUAS
FG=106.05 3) CONSTRUCT 6" PCCP ON 4" AB ON COMPACTED SUBRADE PER DETAIL 4/SHEET 8.

FG=106.15 26) CURB AND GUTIER
EX. 144"X42" CONSTRUCT 8" PCP ON 4" AB ON COMPACTED SUBGRADE PER 3A RIDGELINE
SKM KAN FG=105.70
24) 1P= 106.59. DETAIL 4/SHEET 8.

C=106.20

PROPERTY LINE
OVER EX PAD DIMENSION - CONSIRUCI PAVEMENI WIN L MAXIMUM SLOPE IN ANT DIRECION Al ACCESSIBLE C= 106.16 C=106.627 PARKING STALLS AND 2% MAXIMUM CROSS SLOPE AT ADA ACCESSIBLE ROUTE SAWCUT TG=105.53 -G=105.85 T=106.31
6=106.60 5) FURNISH AND INSTALL PRECAST MANHOLF WTH 60-INCH RASE PFRC LINE TABLE 1 = 10001 MAJOR CONTOUR

71.8% DAW CONCREt COLLAR RAMAND COVER PERS
D0"W SID. PLAIE O.

C=105.65 MINOR CONTOUR
LING LENGTH CO-1 TC=106.94 XC=1075
57 RIM=104.45 (6) CONSTRUCT 4" AC ON 6.5" AB ON COMPACTED SUBGRADE PER DET. 5/SHEET 8. FLOW ARROW

96.30 LE OUT 103.05 (SW C=105.66 C=106.37 -X. WATER EASEMEN O CITY OF CAMARILL INSTAL 1 SET END 2 SHET 10 T IND A RAN PER STORM PIPE

75.79 10 LF ' (OPENING 2 -NO®
C=106.38 RECORDED APRIL 1089
11G= 105.22 @ 11=106.69 1à

79.34 AS INSTRUMENT NO. 41124 MILL CREE SCUPPER
1311.25 C=105,82 C=106.15 C=106.48 OF OFFICIAL RECORDS ENGTH SEND SLOPE PA PERFORATED UNDERORAN STORM PIPE PER.

56.58 CONCRETE PAVEMENT

26.77 C=105.67/ C=106.26 TRASH ENCLOSURE PER C.O.C. WASTE AND RECYCLING GUIDELINES.

ASPHAL PAVEMENI
(=105.0

83.97 C=105.89
FURNISH AND INSTALL 18" NYLOPLAST DRAIN BASIN WITH STANDARD SOLID LID GRIND AND REPAVE

4.00 10)
ER DETAIL 1/SHEET 8

OVER EXCAVATION

12.09 RECOROED ALARY 29, CONSTRUCT CURB OPENING WITH RIPRAP: D50=6" 12" DEPTH. PER DETAIL

11.2% 1959 9/SHEET 8 AND DETAIL 20/SHEET 9. WIDTH PER PLAN. EXISTING LEGEND:

CURVE TABLE IP=106,39
C=106.04 OF OFFICIAL RECORDS Ex. MAJOR CONTOURS
<T6 +1 C=106.35 DOT. /SCE OVERFLOW CATCH BASIN PER DET. 3/SHEET 8 AND CURVE# DELIA RADIUS LENGTH P=106.36 EX. MINOR CONTOURS

88.57 27.50 42.52 K1.5% - с=16.25 3 MARCH PAND INSTALL STORM FITING. ANGLE PER PLAN. SIZE AND MATERIAL TO • П- 106.45 DP-16.93 EX. SPOT ELEVATION х2
с= 105.95 VELLS FARGO BANK NA EASEMENT LINE AS NOTED

43.75 * P=106.91 14) CONSTRUCT VEGETATED BIOSWALE PER DET 18/SHEET 9. (MIN 100' LONG).

FFE=106.25
PAD=105.00 22) 15 TRANSITION TO EXISTING PAVEMENT PER DET. 7/SHEET 8. SEWER LINE 2-105.88 C=105.95
16) PAVING TRANSITION PER DET. 6/SHEET 8. SEWER MANHOLE INSTALL FLOGARD PLUS MODEL #FGP-RF22F PER DET. 3/SHEET 10. WATER LINE 116%
•RIM= 104 39
LIE IN 102.68 (N) 13 (OPENING TA INSTALL FLOGARD PLUS MODEL #FGP-RF36F PER DET. 3/SHEET 10. WATER VALVE 620 C=106.15 C=106.311 8 598
ZB INSTALL FLOGARD PLUS MODEL #FF-24D PER DET. 4/SHEET 11. FIRE HYDRANT

11.3%
5-0509 C=105.47; 11.3% CONSTRUCT 1.5'X0.5' CAST IN PLACE CONCRETE SPILLWAY SCUPPER STORM DRAIN LINE ER DET. 19/SHEET 9. LENGTH AND SLOPE PER PLAN.

SORM CAICH BASIN
П1=106.04 3 П. 106.38 19) RNISH AND INSTALL 18" NYLOPLAST DRAIN BASIN WITH STANDARD H-20 GRATE. 15 FOR ADDITIONAL INFORMATION + C=105.48 C=105.80 C=105.86 PER DET. 2/SHEET 8. STORM MANHOLE C=105.31 -ý C=10554
GRADING AND DRAINAGE PLAN 20) INVERTED U-SHAPED STEEL PIPE GUARD POST (TYP. 10). PER DET 12/SHEET 9. GAS LINE C=105.45 C=105.78/ 15) 21) STEEL BOLLARD PER DET. 14/SHEET 9. SIGN 1=105.34 1C=105.52 C=105.84
1E IN 102.66 (NE) 22) BOLLARD WITH ADA SIGN AT KIOSK PER DET. 15/SHEET 9. STREET LIGHT C=105.31 SCALE: 1" = 10°
LIE OUT 102.66 (S)
LAS POSAS ROAD 22A BOLLARD WITH SIGN AT KIOSK PER DET. 16/SHEET 9. (TC106.50)
1M=105.25 23) FURNISH AND INSTALL STORM CLEANOUT PER DET. 10/SHEET 8. ROAD CENTERLINE 102.54
N 101.33 (S) C=105.31 24) AIR/WATER UNIT PAD, PER DET. 13/SHEET 9. RCP STORM DRAIN LINE 5=0.90%
C74431
OUT 103.53 (E) (OVERFLOW C=105.95 I EX. X" RCCP |
5) OVERLAY 2" MINIMUM A.C. NOTE: THE MINIMUM THICKNESS OF PAVEMENT SHOULI CALLEGUAS WAIER LINE NOTE:® 4 LF (6") MEET PAVEMENT DESIGN SECTIONS FROM DET. 5/SHEET 8 FOUNDATION EXCAVATIONS MUST BE 26) 2.5' CURB TERMINATION FROM 6" REVEAL TO O".

OBSERVED AND APPROVED LE 101.35 13) C=105.31

PROJECT GEOTECHNICAL CONSULTANT SDA
PRIOR TO PLACEMENT OF REINFORCING NB 45 18.00%=109T, 6-10594 P=105.95 1) STEEL. 6=104.930 RIM=104.73 C-10594 =10594' , C=105.90 * EASEMENT NOTES:

NOTE!" ! : IN 103.45 (N) AN EASEMENT FOR STORM WATER DRAINAGE 105.53 OUT 103.45 (SE) - CHANNEL AND INCIDENTAL PURPOSES IN FAVOR POTHOLING OF THE DISTRICT FACILITY IS VENTURA COUNT RECORDED JULY L. 1953 AS REQUIRED TO PRIOR TO CONSTRUCTION 101.36 (N 16) BOOK 1142 PAGE 471 OF OFFICIAL RECORDS.

ABOVE THE FACILITY GIVEN THE REV. DATE
SHALLOWNESS OF THE FACILITY. DESCRIPTION APP'D
6/19/34

DEPARTMENT OF PUBLIC WORKS
EX. 144"X42" RCP

I CAMARILLO
STORM DRAIN CURRENT STATUS OF EASEMENT.

NOTE: P=105.63 M. Jamont 5/28/2024

ALL ONSITE STORM DRAIN INLETS MUST AN CASEMENI FOR STORM DRAINAGE CASEMENTS TRASI LABELED WITH CITY OF CAMARILLO =105.00 0-9657 AND INCIDENTAL PURPOSES IN FAVOR OF GRADING AND BEFORE OCCUPANCY. TO CREEK VENTURA COUNTY FLOOD CONTROL DISTRICT, DRAINAGE PLAN N/A
P= 105.36/ -105 60 7 1467 PAGE 595 OF OFFICIAL RECOROS.

G=105.81 17 EX. CB-2 CPD-252
=104./6 G=105.78 RM=105.0C
1XP=105.38 ORN BY. DES BY: CK'D BY:

SIGNATURE BLOCK: ENVIRONMENTAL/STORMWATER

FOUND VENTURA COUNT
STANDARD WELL WITH 1" I.P. SEG N/A
OPEN DOWN 1.2 IN LIEU TP=105.56 WATER SUPERINTENDENT
OF SQUARe SPIK- AND
REVIEWED BY CALECUAS MUNICA TORTER DISTRICT 04/15/2024 ALI SAMIH FAKIH 02/01/202 NIA WASHER PER (94)MR078 PROJ. NUMBER 210104

CIVIL ENGINEER
XPIRES 09/30/2025 C-18481
NYLOPLAST DRAIN BASIN WITH SOLID COVER NYLOPLAST DRAIN BASIN WITH STANDARD GRATE NYLOPLAST 36" DRAIN BASIN: 2836AG__X

RAME NEEDEDUCTLE RON
18" MIN WIDTH GUIDELIN
X 18" MIN WIDTH GUIDELINE
Nyloplast
NYLOPLAST DRAIN BASIN WITH SOLID LID NYLOPLAST DRAIN BASIN WITH STANDARD GRATE 36" NYLOPLAST DRAIN BASIN WITH STANDARD GRATE 1/2" TOOLED RADIUS
WIDTHi
NOTE: CONCRETE SLAB SHOULI - ASPHALT PAVEMENT PER PLAN

NEW CONCRETF PAVING

PER CIVIL PLANS -RAM- & GRAIF P-H
CONCRETE CANOPY SLAB| CONCRETE TANK SLAB STRENGTH OF 4,000 PSI ROV-R COMPACIFI RACK-I DET. 3/SHEET 8 -

TO CURE
(COLOR & SCORING PER • PROVIDE TACK COAT

RCHITECTURAL PLANS
SEC. 502- LIFTS PER SPPWC STANDARD FLOW LINE
DRAIN

RE GEOTECHNICAL MIN MANHOLE CONE
6" CONC EACH WAY REPORT DONE BY SALEM CURB OPENING
8" CONC. VITH #5 REBAR AT ENGINEERING GROUP, INC. - INVERT IN 102.54 (N) 14° AC,
PRO.IFCT NIIMRER ARE NINTS AS CHOWN ON CONSTRICTION IMPROVEMENT DIAN INVERT IN 101.33 (S) 12" O.C. 3-221-1218, DATED GEOTECHNICAL REPORT DONE INVERT OUT 103.53 - APRIL 26. 2023.

PAVING TRANSITION
USE CLEAN CASE FOR 6.5" AB DATED APRIL 26, 2023 Dso =2"-8" STONE SIZE AB AGGREGATE BASE *
*USE CLEAN CLASS II FOR AGGREGATE SEALANT - - 1.5'X0.50' CONCRETE L STORM DRAIN PIPE, RACE "AP
2-1/2" INVERT & SIZE PER

NEW PAVEMENT - EXISTING PAVEMENT
4" COMPACTED CIRCRADE (05%
'COMPACTED SUBGRADE (9 MIN.

FILTER FABRIC NON-WOVEN
6°X6' 216 C.F.

JOINT ICIT

CONCRETE PAVEMENT SECTION ON-SITE ASPHALT PAVEMENT SECTION TRANSITION TO EXISTING PAVEMENT OVERLFOW STRUCTURE DETAIL 5/334
N/A

CAST IRON CLEANOUT DESCRIPTION APP'D DATE
CAST IRON COVER COVER MARKING COLD DEPARTMENt dE plIRlIC WARKS

PER CITY STANDARDS ROADWAY WOTH

JOIN - - PAVEMENT

CITY OF CAMARILLO
CONCRETE - JOINT TO BE VARIES ash. famons 5/28/2024
COLLAR • FILLED W/ SIDEWALK

GRADING AND
COMPOUND »

P/PLUG PE DRAINAGE DETAILS
NA CPD-252

LAN CHECK CONSULTANT DATE
WILLDAN ORN BY: DES BY: CK'D BY:

SECTION "A-A"
. INDICT IRREN CAll
VENTURA. CALIFO
6/19/24
DATA

CLEANOUT SHALL BE THE SAME SIZE DATE
Cri SEG N/A • PES: 12/3/2024

WATER SUPERINTENDENT DAIE
STORM CLEANOUT 10" ROLLED CURB AND GUTTER N/A
REGISTERED CIVIL ENGINEER 02/01/202
EXPIRES 09/30/2025
36" .080 ALUMINUM
"SLOW PED X-ING"
- JUNCTION ROX SIGN SUPPLIED BY

PILATED BOLTS, NUTS & MASHERS OWNER, INSTALLED
CONCRETE CAP BY G.C. BOLT SIGN
2" X 2"X .188" STEEL TUBE EXTEND TO POST. FACE
- FIFID HANDICAP RILIF

WELDED WATERT AWAY FROM KIOSK
CẤP PANT PRI NUMBER 15090,
6" DIA. CONCRETE #6118 BLACK COFFEE- FEDERAL • STANDARD FILLED GUARD POST 595A OR EQUAL
8" MIN

SE SH TRO
3'-0"
O.C. PAINT PIPE BASE TRAFFIC YELLOW-
- WAIER SIUR WIlH

SHUT-OFF VALVE - GRADE

SLOPE PAVEMENT-
• CONCR-TF-FI FI
8 0 SID SIFE PIPE FIFI
• BOLLARD PROTFCIION 3'-0"
W/CONC.
5'-0"
#6-14" LONG BARS EA WAY - SYMBOL:

THRU PIPE
INSTAL| " PVc pipe HICHWAY,
TUR PAINT (2)
COLUMN 10"% CONC. BASE- COATS 3°
10"
FOOTING I RECEIVE NOTES: WIDE, TYP.
- 18" DIA CONCRETE

DULLANL
FOOTING DO NOT 1. INSTALL ALL SIGNS WHERE INDICATED ON SITE - WATER-TICHT FORM BELOW GRADE - E0 - 8|Ğ

ADJUST MOUNTING HEICHTS TO MEET LOCAI
5 FCTRICAL
JUNCTION BOX 18"ø POSTS IN DIAMETER × 36" DEEP
- CANOPY COLUMN CONCRETE FOUNDATION.
6" CURB - (VERIFY SIZE/COLOR WITH GOVERNING AGENCY)
STEEL POST CENTERED FOUNDATION, FOR USE AT KIOSK CORNERS, 4 PLACES PAINTED YELLOW, SEE SPECS.

5. 2TH BAKED ON GREE WIDE LONG U-CHANNEL POST
GREEN ENAMEL FINISH.

L STREET LEVEL - BURY SLAB IN GROUND

6. FOR SYMBOL DETAILS, SEE STANDARD HIGHWAY
APPENDIX HANDICAPPED" PER STATE

CALIFORNIA- -DEPARTMENT OF
TRANSPORTATION.

U-SHAPED BOLLARD AIR COMPRESSOR AND WATER UNIT PAD STEEL BOLLARD SYSTEM BOLLARD WITH ADA SIGN BOLLARD WITH SIGN SYMBOL OF ACCESSIBILITY N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.

BIOSWALE PLANTING MATERIALS:

MELICA IMPERFECTA
COAST RANGE ONION GRASS 6" CONC. CURB &

GUTTER PER PLAN

ARS IDA PURPURCA

PURPLE IHREE-AWN
- VEGE AIED SWALE

BOUTELOUA CURIPENDULA
SIDEOATS GRAMA S-0 50E SLOPES
→.

NOTE:

PLANTING MATERIALS MUST BE IN ACCORDANCE WITH VCTGM.
*NOTE:

NON-WOVEN

FILTER FABRIC
C74431
THE NATIVE SOILS TO A DEPTH OF 6" TO PREVENT

SOIL LAYERING AND WASHOUT OF COMPOSI
SIEVE SIZE PERCENT PASSING 2' CONC APRON
3/4 INCH NON-WOVEN XTEND 1' ABOVE AN (4" THICK)

FILICA PADRI
1/4 INCH 30-60
US NO. 8 20-50
6™ PERFORATED
US NO. 50 3-12 UNDERDRAIN PIPE NON-WOVEN
US NO. 200 FILTER FABRIC
SEFAL

NON-WOVEN
NA

APPU DAI

SECTION C-C DAIE

DEPARIMENT OF PUBLIC WORKS
BIOSWALE DETAIL 18 CY OF CAMAR LO
Sara 72. Lament
5/28/2024
2" THICK CONCRETE PATH ABOVE SCUPPER - 1 MIN GRADING AND DRAINAGE DETAILS 8° THICK CONCRETE AT EACH SIDE, OF SUPER, NA
+ 381800 CPD-252

LAN CHECK CONSULTANT, DAIE
888888888 WILLDAN DRN BY: DES BY: CK'D BY: TM
Beline

CROUTED RIP-RAP APPROVED

SECTION D-D
4" AB FILL/GRADE. TYI DEPRESSED CONCRETE BED AT TUBE REPARED BY:

SEG N/A EXP PES 12/31/2024
(11)
CAST IN PLACE CONCRETE SPILLWAY SCUPPER DETAIL 19 CURB OPENING RIPRAP 02/0/2024 N/T 09/30/2025 C-18483
DIMENSIONS PRECEDED BY " * " ARE CRITICAL AND MAY NOT BE MODIFIED WITHOUT CONSULTING CONTECH

SPECIFIER CHART

FILTERED FLOW
(NOT BY CONFECH)

GREEN INFRASTRUCTURE NE - TOP FLUSH WITH TOP OF RY OTHERS CURB, NOT INTENDED FOR SIDEWALK APPLICATION:

PLAN VIEW
PLANT PROVIDED BY CON - FloGard® FILTER INSTALlFD.

GRATE FRAM

BY OTHERS

BY OTHERS

BROUIDED BY CONTECH

SEC ON A-A

SECTION A-I - PREDED BY CONTECH BASIN - CURB INLET OR PIPE INLETS OPTIONAL (BY OTHERS)

ABOVE CURB FOR ADJACENT SIDEWALKS)

STRSVIR CONEICHRATION
STARTS STEET.
(OPTIONS: BASIN "-B", GREEN INFRASTRUCTURE INLET "-", PIPE INLET "P", SLOTTED THROAT INLET "-")

LONG SIDE SHORT SIDE AT EACH NEATH ROCKS
AVAILABILITY FOSSIL ROCK™™ POUCHES.

BAY SIZ DESIGNATION (PERF)
Preposed Runoff Calculations Peak Flows

SUPPER NEE

7.83 x 4.5 [SODF SQDF TOTAL Design Capacity TRIBUTARY TO

AIL FRAI

FILTERRA UNIT FILTER LINER TO BE SM SCREEN, CA TRASH CAPTURE COMPLANT filterra SECTIONA A
NOTES

CONFRUGATED STA
Filter insert shall have a high flow bypass feature.

CENTECH FILTERRA BIOSCAPE VAULT INTERNAL BYPASS Type support frame shall be constructed from stainless steel (ETRSVIR)

CONFIGURATION DETAIL
Filter medium shall be Fossil Rock™, installed and
aintained in accordance with manufacturer specifications FILTERRA BIOSCAPE DETAIL Storade canacitv reflects 80% of maximum solids collectio prior to impeding filtering bypass.

EXPLODED VIEW
FloGard® Oldcastle®
Stormwater Solutions
Catch Basin Insert Filter
Circular Frame Style FGP-0003

FLOGARD GRATE INLET BASKET CIRCULAR FRAME DETAIL

ETBSVIB
FBSVIB -1
ABOVE CURB FOR ADJACENT SIDEWALKS C74431

FOR SIDEWALK APPLICATIONS
KEVIEWED:

N/A
REV. DESCRIPTION APP U

DEPARTMENT OF PUBLIC WORKS

CITY OF CAMARILLO
N/A

TRAFFIC ENGINEER DATE

POST-CONSTRUCTION STORMWATER

MANAGEMENT DETAILS
N/A CPD-252
FTBSVIB - B TBSVIB -1

BASIN - CURB INLET OR PIPE INLET OPTIONAL DAIE I
PLAN CHECK CONSULTANT, WILLDAN DRN BY: DES BY: CK'D BY:
ngineering
APPRUVEU.

CONTECH FILTERRA BIOSCAPE VAULT INTERNAL BYPASS 6/9/24
filterra (FTBSVIB) PREPARED BY: DATE

SITE LAYOUTS N/A
SEG EXP PES: 12/51/2024

WATER SUPERINTENDEN
FILTERRA BIOSCAPE DETAIL 02101/2024 N/A

REGISTERED CIVIL ENGINEER
ICE C 74431 EXPIRES 09/30/2025 WATER RECLAMATION SUPERINTENDENT tabie

SPECIFIER CHART
FG-0001 I INLET ID GRATE OD COMMENTS FOSSIL ROCK™

ARSORRANT POUCHEC
16"X 16" 10 1 18 GRAIED INLE

GRATED INLET
FF-1836SD 18"X 36" 18"X 40" GRATED INLET

COMBINATION INLET
24"X 24" 20 × 20" RUBBER GASKET.
24" × 36" 24" X 40"
FF_24DGC COMRINATION INI ET GRATE.
(BY OTHERS) GRATE FRAME.

GRATED INLET (GRATE NOT SHOWN
36" × 48 40" × 48 GRATED INLE FOR CLARITY)

FOSSIL ROCK ABSORBANT POUCHES
CONCRETE DROP INLET.

TAINI ESS STEFFITER FRA

TH RUBBER GASKE (BY OTHERS)
DO PROPYLENE C-OTFYTI PAVEMENT SURFACE.

FILTER ELEMENT (BY OTHERS)

STAINLESS STEEL SUPPORT HOO

FOUR EACH

REFER TO SPECIFIER CHART

FOR CATCH BASIN & FILTER
SIZING. SEE SHEET 1 OF 2. PAVEMENT
SURFACE.

8.50"
FILTER LINER TO BE 5MM SCREEN, CA TRASH CAPTURE COMPLANT FOSSIL ROCK™ ABSORBANT POUCHES.

Filter insert shall have a high flow bypass feature.

Type supert rame shall be constructed from stainles stel ~ OLITICT Filter medium shall be Fossil Rock™, installed and CONCRETE DROP INLET. maintainod in appardonco with monifonturor chonifontiond (BY OTHERS)

CATCH BASIN
prior to impeding filtering bypass. (BY OTHERS)

SECTION VIEW
FloGard® Oldcastle® FloGard® Oldcastle®
Stormwater Solutions Stormwater Solutions
Catch Basin Insert Filter Catch Basin Insert Filter
Grated Inlet Style Grated Inlet Style

FLOGARD GRATE INLET BASKET RECTANGULAR FRAME DETAIL
C7443
NIA
REVIEWED:

N/ A

DESCRIPTION APP'D DATE

DEPARTMENT OF DIRIC WORKS

CITY OF CAMARILLO
N/A

POST-CONSTRUCTION STORMWATER
REVIEWED:

MANAGEMENT DETAILS
N/A
CPD-252

PLAN CHECK CONSULTANT WILLDAN I
PN RV.
141824
SEG 9 EXPIPES: 12/31/2024

WATER SUDERINTENDENT DATE
02/01/2024 N/A

DENCTEDNCNND
PA57412
ISTING

43.75' 1 13.5
- ROW LAS POSAS ROAD ADA
PAVEENT S'N UNDSCAP. , PAVEMEN. , CONCRETE FUEL PAD 1, BULONG , PARKING STALLS 108

1.6% L EFE=106.25 3-0% 1.0%

2.0% + 1.2%- 106

SLURRY SEAL V FINISHED - EXISTING

EXISTING FINISHED BIOSWALE SURFACE
SUNg AUC AMENDED SOIL
* EASEMENT NOTES: COARSE AGGREGATE BED TO EXTÉND 1'
AN CASEMENI FUR SIORM WAIER DRAINAGE *EX. STORM WATER DRAINAGE" ABOVE AND TO THE SIDES OF THE PIPE.

CHANNEL AND INCIDENTAL PURPOSES IN FAVOR CHANNEL EASEMENT AN ROW P P- METRA VUIT ACCUNDE VULT L, 1900 A. & STORM DRAINAGE ASEMENT OOK 1142 PAG 4/1 O- OFHCA RFCORD
- 6" PERFORATÉD (1" WATER LINE / _EX. 8" WATER LINE
IE=102.99
IC= UL.U1

UNDERDRAIN PIPE
BS SOEN DATENA ASEMENT 04 7 OCT 1678. EX. 10" SEVER LINE JI AND PLOTTED AS SHOWN ON 18 RS 68. TITLE OF EX-144"X42" RCP E=101.30 1 COUNTY TO VERIFY CURRENT STATUS OF ASEMENT. SORM DRAIN PER 100

CRES VIEW DRAIN
AN ASEMENT FOR STORM DRAINAGE ASEMENT AND 3-39 DRAWING # INCIDENTAL PURPOSES IN FAVOR OF VENTURA →Y-3-1103 SHEET #3 DECEMBER 17, 1956 AS BOOK 1467 PAGE 595 OF DATED MAY 1971 -0+20 0+00 0+20 0+40 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 274096 NOTE:

SECTION A-A (SHEET 7)
ORIONIAL SCALE: 1 = 4

CR CAL SCALE TEZ

SHALLOWNESS OF THE FACILITY
SAWCUT
PAVEMENT K.O.W.
110

PAVEMEN
MEDIAN PAVEMENT PANENEN T EX. MEDIAN
EX. PAVEMENT... CONCRE C HUEL PAD • CONCRET HUE PAD

1.1% FFE= 106.25 0.3% 1.2%

1.0% 1.2%
106
CURB && CUTTER= 106.00- PONDEROSA DRIVE
C7443
FINISHED_

EXISTING GROUND - SURFACE
CURB & GUTTER-105,50-
L MATCH TO EXSTING- 105,81 SURRY SFA
*XISNG FINSHED

SUR-ACE
102
S34LE
N/F REV. DESCRIPTION APP'D DATE

APIAL PROJECIS
DEPAR MEN Or PUBLIC WORKS
1980-20 0+00 0+20 0+40 O+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 276098 CITY OF CAMARILLO N/A

GRADING AND DRAINAGE
SECTION B-B (SHEET 7) CROSS SECTIONS
N/A
HORIZONTAL SCALE: 1" = 20' CPD-252
VERTICAL SCALE: 1" = 2'

PLAN CHECK CONSULTANT WILLDAN
KN BY: ICKD BYL
6/19/24
DATE
SEG

WATER SUPERINTENDENT
ALI SAMIH FAKIH 02/01/2024 N/ A
RE C TED INL EXPRES 09/30/2025 RCE C 74431

WATER CONSTRUCTION KEY NOTES SEWER CONSTRUCTION KEY NOTES 1 CONTRACTOR TO VERIFY SIZE AND LOCATION OF EXISTING WATER 1 CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXISTING INE PRIOR TO CONSTRUCTION. CONNECTION TO BE JAMES JONES SANITARY SEWER LINE BEFORE PROCEEDING WIH IRENCHING 1-979, MUELLER BR2B, OR FORD 202BS. CONIRACIOR SHALL CONTACT ENGINEER IN EXISTING SEWER

ELEVATION IS HIGHER THAN PROPOSED TIE-IN INVERT PRIOR TO STA 6+69.00 ANT CUNSIRUIN ACTIVIST.
-PONDEROSA DR
2 URNISH AND INS ALL C/00 VCP PIPE SEWER LINE CONNECT
STA 0+00.00 CALLEGUAS 2% MINIMUM. LENGTH AND SLOPE PER PLA PONDEROSA DRIVE WATERLINE (2" METER TO BE INSTALLED BY CITY FORCES). 3 REFER TO BUILDING PLUMBING PLANS FOR CONTINUATION.
3 FURNISH AND INSTALL 1" MUNICIPEX IRRIGATION SERVICE
CSD SID. PAIE 18. CLEAN
VUT SO BE BY PLUMING CONTRACTOR.

VALE PER C.O.C. STD. DET. W-13; LENGTH PER PLAN.

EXISTING FIRE ( METER TO BE INSTALLED BY CITY FORCES). PER C.O.C. STD. DET. W-22 5 FURNISH AND INSTALL CLEAN-OUT PER CSD STD. PLATE 16.
-O1A 1+6364. HYDRAN
- FOUND 1" IRON
_OFF=46.29R DOMESTIC CONNECTION TO BUILDING, REFER TO MEP PLAN FOR NOTE: SEWER IMPROVEMENTS MUST COMPLY WITH CAMARILLO PIN DOWN 0.1' REMOVE EX. 1" 1" RPBA CONTINUATION. SANITARY DISTRICT STANDARD SPECIFICATIONS.

PER (94)MR078. STA 1+58.87(8 PROTECT
WATER METER - EASEMENT 5 FURNISH AND INSTALL BEND. SIZE AND ANGLE PER PLAN. CALLEGUAS MWD WATER AND SEWER NOTES Urt=40.09h
IEL. VAULT CONNEC ON O EXISING
5LO • FURNISH AND INSTALL 1" MUNICIPEX IRRIGATION SERVICE LINE. ALL CROSSINGS OF CALLEGUAS WATER LINES MUST BE POTHOLED I DAINAGE CHANNE CASEMENT • REMOVE EX. LENGIN PER PLAN. E FIELD PRIOR TO CONSTRICTION OF THE CROSSING LITI! I & STORM DRAINAGE EASEMENT WATER LINE -1:14905-9500 FOR NEW UTILITIES CROSSING OVER THE CMWD PIPELINE, IF • FENGTH PER PLASTALL 2' CPVC SCH-BO DOMESTIC SERVICE INE. /ERICAL CLEARANCE ABOVE THE CMWD PIPELINES BEIWEEN 6 INCHES AND 12 INCHES. CMWD STANDARD DRAWING 1101 (TITY
8 FURNISH AND INSTALL REDUCED PRESSURE PRINCIPLE BACKFLOW ROSSING OVER EXISTING PIPELINE 6" TO 1' COVER) MUST BE USEI CONNECTION TO EXISTING ERTICAL CLEARANCE OF LESS THAN 6 INCHES IS NOT ALLOWEI PONDEROSA RD ASSEMBLY (RPPBA) PER C.O.C. STD. DET. W-13. SIZE TO MATCH FOR NEW UTILITES CROSSING UNDER THE CMWD PIPELINE, CMWD WATFR METER S7-
STANDARD DRAWING 1103 (RACKE FOR CROSSING RENFATH
• IRRIGATION CONNECTION. REFER TO LANDSCAPE PLANS FOR EXISTING UTILITIES) MUST BE USED. 4 LET Y WATER FASEMENT CONTINUATION. IF THE OPEN TRENCH FOR THE CROSSING UTILITY WILL CAUSE MORE

THAN FOUR LINEAR FEET OF THE CMWD PIPELINE TO BE
RECORDED APRIL 1982 UNSUPPORLD CONTRAC OR MUS SUPPORE PIPE AS INSTRUMENT NO. 41922 PER PLAND INSTALL I CPVC SCH-8O SERICE LINE. LENGTH ACCORDING TO CMWD STANDARD DRAWING 1102 (LITILITY CROSSING OF OFFICIA RECORDS UNDER EXISTING PIPELINE (>4% TRENCH WIDTH)).

I CONNECTION TO AIR/WATER UNIT PAD.

EX. SEWER EASEMENT
12) REMOVE EXISTING 1" SERVICE WATER LINE AT 8" ACP MAINLINE SEWER CONSTRUCTION NOTE:

TO CAMARIO SANITARY
XISTING LATERAL CONNECTION HAS A SEVERE OFFSET JOINT. NEV DSIRC OF VENIURA AND INSTALL SADDLE WITH SOLID BRASS PLUG.

FWER ATRAI INSTALLATION CHAIL FYTEND TO THE END OF TH
EX. 144"X42" RCP COUNTY
RECORDED 13 FURNISH AND INSTALL TEE. SIZE PER PLAN. JOINT BEFORE TAPPING INTO MAINLINE.

STORM DRAIN 041 LE JANUARY 29,
AS BOOK 1697 PAGE 564 * DOM NUAIOCION TO BULONG, REFER TO MEP PLAN FOR T1O LF * EASEMENT NOTES:
2L0 AN EASEMENT FOR STORM WATER DRAINAGE CHANNEL AND INCIDENTAL STA 1+50.92 15) FURNISH AND INSTALL 2" MUNICIPEX DOMESTIC SERVICE LINE. PURPOSES IN FAVOR VENTURA COUNTY RECORDED JULY 2, 1953 AS 055-05 630 LENGTH PER PLAN.
9 LF (6 BOOK 1142 PAGE 471 OF OFFICIAL RECORDS.
25=2.00
3-20 08) 27) I CONNECTON TO EXISTING

43.75' 13,5' 1E=97.65 (10")

EX R.O.W. .OW. DEDICATION OR COUNTY TO VERIFY CURRENT STATUS OF EASEMENT.

WALL MOUNTED - -98.323

ELECTRICAL METER - COMPLY WITH CAMARILLO AN EASEMENT FOR STORM DRAINAGE EASEMENT AND INCIDENTAL WAICK DIVISIUN SIANDAR rECIFICATIONS. RECORDED DECEMBER 17, 1956 AS 5 BOOK 140 A 59% OF OFTE
[FFE=106.15
PAD=105.48
EXISTING LEGEND:

CENTERLINE SEWER LINE STORM DRAIN LINE STREET LIGHT
EASEMENT LINE AS NOTED SEWER MANHOLE 1 св STORM CATCH BASIN PROPERTY LINE

WATER INS STORM MANHOI E RCP STORM DRAIN LINE

CHAIN INKE FENCE
WAIER VALV- GAS LINE I EX. X" RCCP I CALFGUAS WATER INF

LAS POSAS ROAD -TOLI LE FIRE HYDRANT SIGN
WATER AND SEWER LEGEND:

WATER METER

BACK FLOW PREVENTER

EASEMENT LINE
OG X"₩ - CAP

WATER INH

SEWER CFAN OUT
- X"S — SEWER LINE
N A

FIELD LOCATE

EXISTING BURIED N/A
MANHOLE IN THIS REV. DESCRIPTION APP'D DATE
AREA. RAISE RIM TO

DFPARTMENT OF PURIC WORKS

FINISHED GRADE
ELEVATION. CITY OF CAMARIO

18.00"E N/A

UTILITY PLAN

FOUND VENTURA COUNT WATER AND SEWER PLAN

STANDARD N/A
OPEN DOWN 1.2' IN LIEU CRAC. 1 — 10
CPD-252

SOLARF SPIKE AND DATE
SED PARCEL B ACCESS EASEMENT •AN CHECK CONSTANT
WASHER DER 04)MP078 DRN BY: DES BY: CK'D BY:

N/A APPROVED:

EX. 144"X42" RCP
STORM DRAIN SIGNATURE BLOCK:

DEPUTY DIRECTOR, ENVIRONMENTAL/STORMWATER DATE
DATE
SEG 5-2-24 PRESLIC WORK 24
- REMOVED BY CAUCAS MUNGRA WHEN STRICT 02-21-2024 02101/2024 PRO.I NIMRER 21010.
5/6/2021 SHEET 13 OF
EXPIRES 09/30/2025 -C_18487
EROSION CONTROL GENERAL NOTES: RALPH'S FC #741 CAMARILLO

CLIENT OWNER/DEVELOPER CIVIL ENGINEER/ARCHITECT

1. BEFORE A GRADING PERMIT IS ISSUED, THE CITY OF CAMARILLO WILL REQUIRE PROOF OF A RECEIPT KROGER FOOD 4 LESS HES IN HOLDINGS. C SUSTAINABILITY ENGINEERING GROUP OF A NOTICE OF INTENT FOR THE STATE GENERAL CONSTRUCTION NPDES PERMIT FOR ALL STORMWATER POLLUTION CONTROL PLAN 2620 ELM HILL PIKE 23421 S. PONIE DR. SIC ZIO 5240 N. 16TH ST. SUITE 105 CONSTRUCTION PROJECTS THAT DISTURB ONE ACRE OR MORE OR THAT ARE LESS THAN NEAR. NASHVILLE, TN 37230 PO BOX LAGUNA HILLS, PHOENIX. AZ 85016 BUT THE SITE IS PART OF A LARGER COMMON AREA OF DEVELOPMENT OR SALE. 672 LAS POSAS ROAD, CAMARILLO, CALIFORNIA 93010| 305103 PHONE: 949-297-4460 EXT 302 AS POSAS ROAD ROSEWOOD AVENUR ATTN.: ALI FAKIH
PHONE: 310-900-3265 EMAIL: [email protected] IE DAILY DRIVE

2. ALL CONSTRUCTION ACTIVITY SHALL BE PERFORMED IN ACCORDANCE WITH A LOCAL STORMWATER A PORTION OF THE SOUTHEAST QUARTER OF SECTION 27, TOWNSHIP 2 NORTH, RANGE 21 EMAIL: [email protected] VICINITY MAP ATTN.: EDDIE DURAN
WEST OF THE SAN BERNARDINO MERIDIAN, VENTURA COUNTY, CALIFORNIA.

POLLUTION CONIROL OR PREVENTION PLAN (SWPCP/SWPPP) DEVELOPED AND IMPLEMENTED IN CMAIL: DIE DURANORALPHS.COM COMPLIANCE WITH REQUIREMENTS OF THE VENTURA COUNTYWIDE STORMWATER QUALITY MANAGEMENT S27 T2N R21W PROGRAM, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT NO. CAS004002 PROJECT LOCATION:

VENTURA FREFWAY
(ORDER NO. 2010-0108). DOWNLOAD COPY OF ORDER AT: SITE ADDRESS: 6A PAS RA. CAMARIO. CA FORNIA. 95010.

HTTP://wwW.SWRCB.CA.GOV/RWQB4/WATER_ISSUES/PROGRAMS/STORMWATER/MUNICIPAL/INDEX.SHTML PROJECT DESCRIPTION:

THE LOCAL SWPCP/SWPPP SHALL INCLUDE ALL RELATED REQUIREMENTS IDENTIFIED IN PART 4.F OF THE PROJECT IS A PROPOSED FUEL CENTER WITH KIOSK AND CANOPY.

ORDEK NO. 2010-0108 INCLUDING. BU NOT LIMIED TO FOUND TRON SITE DATA:

PIN DOWN O.1' ASSESSOR PARCEL NUMBER:

EFFECTIVELY PROHIBIT PER (94)MR078.

STREET AND STORM DRAIN SYSTEM DURING CONSTRUCTION.

BE KEPT ON SITE AND AMENDED TO REFLECT CHANGING CONDITIONS THROUGHOUT THE COURSE : AREA: 31,513.86 SF (0.72 AC PONDEROSA DRIVE 18,872.80
1O BE ME MEAT AN AOU PARE REASE AN REPRESENTIN ARE WORK AREA: 40,450.67 SF (0.93 AC) 39 BASIS OF BEARING:

4. BEST MANAGEMENT PRACTICES (BMPS) CONTAINED HEREIN REFLECT MINIMUM REQUIREMENTS. FOR THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OF LAS POSAS ROAD, BEING NOO 13'35"W PER TRACT NO.1678 AUUITIUNAI BMP S REFER TO THE CALIFORNIA STORMWATER BMP HANDBOOKS AND CALTRANS (41MR65).

SORMWATER QUALITY HANDBOOKS.

BENCHMARK:

5. NON-STORMWATER DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM DRAIN SYSTEM AND/OR STANDARD BRASS DISK SET FLUSH ON TOP OF THE CURB, 61'‡ N OF THE INTERSECTION OF PONDEROSA DRIVE AND LOS POSAS ROAD.

STREET.

WATER EASEMEN LEGAL PARCEL DESCRIPTION:

DISCHARGES OF PUMPED GROUND WATER REQUIRE A DISCHARGE PERMIT FROM THE STATE OF STATE OF CALIFORNIA. AS PER MAP RECORDED IN BOOK CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD (RWQCB). SAID COUNTY.

VEGETATED SWALE MENT NO. 41124

7. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTENT S=0.5% FEMA
PRACTICABLE THROUGH DESIGN AND IMPLEMENTATION OF THE SWPCP/SWPPP.

WITH SURSURFACH COMMUNITY DANEI # BASE. FLOOD CLEVATION EX. SEWER EASEMENT MAP NUMBER SUFFIX FIRM ZONE

STORAGE FOR NUMR-R PANEL DATE (IN AO LONE USE DEPIH)

8. ALL BMPS ARE REQUIRED TO BE IMPLEMENTED YEAR-ROUND NOT JUST DURING THE RAINY SEASON. TO CAMARILLO SANITARY HARVESTING 0927

DISTRICT OF VENTURA COUNTY X (SHADED)

43.75' 0011100925 N/A
A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE WHEN NOAA PREDICTS A 50% CHANCE ECORDED JANUARY 29, 195 01/07/2015 EX. R.O.W. 564
Or RAIN. NECESSARY MAIERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT • BOOK 109/ PAC LOCATIONS TO ENSURE THE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. AND GH BMPS OF OFFICIAL RECORDS NOTE:

JUAN PALACIOS SHALL BE NOTIFIED AT (602)-206-3662 _IN CASE OF AN EMERGENCY. ALL NEWLY CONSTRUCTED OR EXISTING CATCH BASINS MUST BE FITTED WITH A FULL CAPTURE TRASH DEVICE.

RICE NOTE:

N00 13 35 W FFE=107.53

10. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND AWAY FROM NOO 13' 35'W 142.55' ALL POST CONSTRUCTION BMP'S MUST REMAIN OFFLINE UNTIL SITE IS STABILIZED.

TRAFFIC AREAS, DRAINAGE COURSES, AND STORM DRAIN INLETS. ALL PORTABLE SANITARY FACILITEES NEIIS FARGO SHALL MAVE SECONDART CONTAINMENI. NOTE:

BASED ON GEOTECHNICAL REPORT IN THE BORINGS PERFORMED NO A SOL MANAGEMEN PLAN SHORE BE PREFERED AND DISTRUSE TIN ON DEVELOPED SITE. IN

11. EMPLOTEES. SUBCON RACIORS ANU SUPPLIERS SHALL BEDUCALD ON ALL BMPS INCLUDING CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES. CONSTRUCTION PERSONAL PRIOR TO STARTING OF GRADING ACTIVITIES.

EASEMENT NOTES

12. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF SEDIMENT LOAD IN LAS POSAS ROAD AS BOOK 1420A5 0ASE OF OF RAME CHANEL AND AND PURPOSES IN FAVOR VENTURA COUNTY RECORDED JULY ULY 195.

STORMWATER DISCHARGES.

WITH DISTURBED SOILS OR DENUDED OF VEGEIATION MUST BE STABILIZED SO AS TO -EX. 8" ACP 88. LEO COUNT TO A RENT SAUSAGE EASEMENT 1457 0.R. 595" AND PLOTTED AS SHOWN ON 18 RS EROSION BY WIND AND WATER. AS INSTRUMENT
NO. 02-131408

14. ENHANCED PRACTICES WILL BE REQUIRED ON ALL CONSTRUCTION SITES ON HILLSIDES OF 20% OR AN EASEMENT FOR DRAINAGE • INCIDENTAL PURPOSES IN FAVOR OF VENTURA COUNTY FLOOD CONTROL DISTRICT, Or CAL RECORUs. 17, 1956 AS BOOK 1467 PAGE 595 OF OFFICIAL RECORDS.

RECORDED DECEMBER
oRcAleR ANDSIES THAI DIRECILT DISCHARGE TO CALLEGUAS OR CONJO CRacKS OR REVOLON SLOUGH/BEARDSLEY WASH. REFER TO PARK 4.F.4 OF THE VENTURA COUNTY MUNICIPAL STORMWATER INSTALL FULL BMPS PER STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK PORTAL:

PERMIT (ORDER NO. 2010-0108) FOR LIST OF ENHANCED PRACTICES. CAPTURE CONSTRUCTION FROM CASQA NASTE MANAGEMENT & MATERIALS POLLUTION

TRASH DEVICE NO IALI

15. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED OR MODIFIED AS APPROVED BY EROSION CONTROL INC EC-3: HYDRAULIC MULCH NM-2: MATERIAL DELVERY & STORAGE

THE INSPECTOR IF THEY INTERFERE WITH GRADING OPERATIONS, OR IF THE GRADING OPERATION HAS CAPIURE PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. IRASH EC-4: HYDROSEEDING NM -3: STOCKPILE MANAGEMENT DEVICE EC-9: EARTH DIKES & DRAINAGE SWALES NM-4: SPILL PREVENTION & CONTROL C74431

6. EXCEPT AS OTHERWISE APPROVED BY THE INSPECTOR, ALL DEVICES SHOWN ON THE PLAN SHALL BE EC-15: SOIL PREPARATION/ROUGHENING NM-5: SOLID WASTE MANAGEMENT N PLACE AT THE END OF EACH WORKING DAY OR ON WEEKEND WHEN THE 5 DAY RAIN PROBABILITY EC-16: NON-VEGETATIVE STABILIZATION WM-O: HAZARDOUS WASIER MANAGEMEN FORECAST EXCEEDS 40%. WM-/: CONIAMINAIED SUIl
TEMPORARY SEDIMENT CONTROL 4-24
NO. LUNACIC WASIC MANAGCMENI

FOUND VENTURA COUNTY
SE- I: SILI FENC SANART SEPIC/ WASIC

17. GRADED AREAS ADJACENT TO FILL - SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM STANDARD WELL WITH 1" I.P. BERM SE -6: GRAVEL BAC MANAGLMENI

THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY

11.2 IN LIEU SWEEPING & VACUUMING

SAN SON

18. SHAL BE SOLE ARM THE SIT AS MY ERE A NEED ARO TO OFFSITE PROPERTY, WASHER PER (94) MR078 SE- 10: STORM DRAIN INLET PROTECTION EX. R.O.W.

WIND EROSION CONTROL:

SWPCP LEGEND: WE-1: WIND EROSION CONTROL
TC-1 STABILIZED CONSTRUCTION ENTRANCE TO CONS EROSION CONTROL. RE DETAIL H SHEET 13B - LIMIT OF WORK NON-STORMWATER MANAGEMENT

THE CONTRACTOR
1" TO 3" ROCK. RE: DETAIL C SHEET 13 (EROSION CONTROL ENTIRE DISTURBED AREA NO-J. PAVING & GRINDING UPERATIUNS MUS CONTACI INE CY OF CAMARILLO SIORMWAIER PROGRAM MANAGER 383-5659, 388-5338) DESCRIPTION APP'D DATE GOODHOUSE KEEPING. RE DETAIL D SHEET 13B NS-0: ILLIC CONNECTION/ DISCHARGE FOR CITY GUIDELINES ON RAINWATER REMOVAL. CH
IND WM-1, WM-2, WM-3, & WM-5 NS-• POlABLE WAIER/IRRIGATION ID SE-10 FROM CASQA BMP HANDBOO DEPARTMENT OF PUBLIC WORKS NS-O: VEHICLE & COUPEMENI CLEANING

CITY OF CAMARO
AND EQUIPMENT CLEANING. NO- IL. CUNGREE CURING

20. THE DISCREEN OF THE FIELD ENGINES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS LEFT TO FIELD ENGINEER. TC-3 ENTRANCE/OUTLET TIRE WASH. RE TC-3 FROM RE: DETAIL A SHEET 13B DETAIL G SHEET 13B NS-13: CONCRETE FINISHING BAG PROTECTION.

CASQA BMP HANDBOOK. AND SE-6 FROM CASQA BMP HANDBOOK.
-1 SILT FENCE. RE: DETAIL B SHEET 13B. STORMWATER POLLUTION

21. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN OCTOBER 1 AND APRIL 15 TRACKING CONIROL:

WITHOUT PRIOR APPROVAL OF THE INSPECTOR. T-(WM-8) CONCRETE WASHOUT. RE: DETAIL E SHEET 13B. DRAINAGE ARROW DIRECTION TC-1: STABILIZED CONSTRUCTION CONTROL PLAN SWPCP NO 2025-2

22. THE UNDERSIGNED OWNER WILL SUPERVISE EROSION CONTROL WORK IN ACCORDANCE WITH THE ON SITE AREA INFORMATION: OFF SITE AREA INFORMATION: TC-3: ENTRANCE/OUTLET TIRE WASH

EX SING IMPERVIOUS: 2,965 SF, 0.07 AC 9,897 SE, 0.45 AC CPD-252 APPROVED PANS:

EN PROS 5,908 SF, 0.36
DiS CAFE A MOE CENTRA REST FOR STORM EATEN
TOTAL WORK AREA: SF, 0.50 AC, Cwt=0.90 DRN BY: AH DES BY: AH CK'D BY: TM DATE: 5-30-24 REVIEWED:

APPROVED:
15,156 SF, 0.35 AC PROPOSED IMPERVIOUS: 19,783 SF, 0.45 AC 205 Sr 0.05 A 4/19/44
18,873 SF, 0.43 AC, Cwt =0.86 21,986 SF, 0.50 AC, Cwt=0.90 DEPUT RECTOR, ENMIRONMENTAL /STORMATER TUTAL WURK ARCA:

DATE

3. WASTE DISCHARGE REQUIREMENTS AND NATIONAL POLLUTANT STORMWATER POLLUTION CONTROL PLAN REPARED BY: PLAN CHECK CONSULTANT , SEG EXPRES DAIE: 12/31/2024

ALI SAMIN FAKIN WILLDAN
CIVIL ENGINEER 02/01/2024
EXPIRES: 09/30/2025

A CATCH BASIN/INLET PROTECTION (BACK OF SIDEWALK
Inchor alternatives G EQUIPMENT REPAIR/MAINTENANCE
ERTEC® COMBO GUARD - FOR DRAINAGE INLETS WITH GRATE AND CURB OPENINGS GR OVERLAP ONTO CURB- - CATCH BASIN

INS ALLA IION GUIDE

CURB INLET BACK OF CURE
brate size
24" × 20" -425м filter
16 x 100 c6 20° 22
CG 48" × 22"
40" × 18" CG 48" × 22"
40" × 24" CG 48 × 27
CG 48" x 30"
Constru Filter height -
DEA A CARE OF GENT UMORON Under-seal gasket
= 6 INCHES (VERTICAL PLAN
ERTEC® Combo Guard™ STACKED TIGHTLY
Unprotected drainage inlet Protected drainage inlet

GRAVEL BAG

INSTALA LACE CG TIGHTLY AGAINST CURB MIN PONDING HEIGHT CURB INLEL SIDEWALK

CONTAINMEN
OPENING AND COVER ENTIRE GRATE. CG SHOULD EXTEND
NOTES:

AT LEAST 2 INCHES PAST GRATE TOWARDS STREET

2. OVERLAP FOR LONG OPENINGS: OVERLAP CG UNITS AT LEAKING VEHICLES AND EQUIPMENT SHALL NOT BE ALLOWED ON-SITE. EQUIPMENT ANI

VEHICLES SHALL BE INSPECTED FREQUENTLY FOR LEAKS AND SHALL BE REPAIRED S LONGER ANCHOR CG SO THAT WATER CANNOT FLOW IMMEDIATELY. CLEAN UP SPILLS AND LEAKS PRUMP ILT WIN ABSORBENI MAICKIALS;

DO NOT FLUSH WITH WATER

4. MATS ATE A DE ME HAS AN A OFF SECTION
VEHICLES AND EQUIPMENT SHALL BE MAINTAINED. AND REPAIRED ON-SITE ONLY IN DESIGNATI NOTES:

THE ENCES USE HALF-FILLED GRAVEL BAGS (15 OR
CATCH BASIN/INLET PROTECTION SHALL BE INSTALLED WHEREVER THERE IS A POTENTIAL SHALL BE PROVIDED AND AREAS SHALL BE COVERED IF NECESSARY.

OF STORMWATER OR NON-STORMWATER BEING DISCHARGED INTO IT. 3. DESIGNATE ON-SITE VEHICLE AND EQUIPMENT MAINTENANCE AREAS, AWAY FROM STORM DRAIN LENGTH. AT EACH CORNER OF CG, FEED INLET PROTECTION IS REQUIRED ALONG WITH OTHER POLLUTION PREVENTION MEASURES SUC- INLETS AND WATERCOURSES.

WIRE DOWN THROUGH CG, AROUND GRATE BAR, AND AS; EROSION CONTROL, SOIL STABILIZATION, AND MEASURES TO PREVENT TRACKING ONTO ALWAYS USE SECONDARY CONTAINMENT, SUCH AS A DRAIN PAN OR DROP CLOTH, TO CATCH BACK UP THRU CG. ABOVE GROUND, TWIS I WIRE SPILLS AND LEAKS WHEN REMOVING OR CHANGING FLUIDS SEVERAL TIMES, CUT-OFF EXCESS. OR C) FASTEN WITH

3. MODIFY INLET PROTECTION AS NEEDED TO AVOID CREATING TRAFFIC HAZARDS. 5. LEGALLY DISPOSE OF USED OILS, FLUIDS, AND LUBRICANTS.

ConcREt ANCHORs/Nails AlIE OUTSIDE EDGES Or

4. INCLUDE INLET PROTECTION MEASURES AT HILLSIDE V-DITCHES AND MISC. DRAINAGE SWALES.

6. PROVE SPILL CONTAINMENT DIKES OR SECONDARY CONTAINMENT AROUND STORED OIL. FUEl INLET PROTECTION SHALL BE INSPECTED AND ACCUMULATED SEDIMENTS REMOVED. ND CHEMICAL DRUMS

IT CCING AAAATOIIAT
B SILT FENCE/ERTEC S-FENCE - ALONG LEVEL CONTOU E DISPOSED OF PROPERLY AND IN A MANNER THAT ASSURES THAT THE SEDIMEN 7. MAINTAIN AN ADEQUATE SUPPLY OF ABSORBENT SPILL CLEANUP MATERIALS IN DESIGNATED

OFS NOT FNTER THF STORM DRAIN SYSTEN
AREA.
8", 10" OR 14", SFO8, SF1O OR SF14 MAXIMUM TRIBUTARY POST @ 6.DAMAGED BAGS SHALL BE REPLACED IMMEDIATELY SLOPE LENGTH 8. REFER ALSO TO BMP NS-8 AND NS-10 PER CURRENT CASOA CONSTRUCTION BMP HANDBOOK.

AREA. 25 ACRE /100FT ADDITIONAL GRAVEL BAG SEDIMENT TRAPS MAY BE REQUIRED TO CONTROL SEDIMENT DISCHARGE

FILTER FABRIC

D MATERIAL STORAGE AND DELIVERY H EROSION CONTROL

NOTE END FOR EXARE WHEN SPENCE ENDS
APPLY BMP WM-1 PER CURRENT CASQA CONSTRUCTION BMP HANDBOOK AT CONSTRUCTION ENTRANCE. MAXIMUM
WDTH-500

TO LIMIT SCOUR SIT FENCE
FILTER FABR MINIMUM REQUIREMENTS FROM WM-1:

NOTES:

MATE NEVER AND SO ARE C PACATE NEAR THE CONCTPICTON ENTRANCES CONSTRUCT THE SILT FENCE ALONG A LEVEL CONTOUR. A WATERWAYS OR MAN PA PREEN MEN ME MATER STORACE IS INDOORI WTHIN EXISTING STRUCTURES OR SHEDS WHEN AVAILABLE AT A MINIMUM. MATERIA STORAGE ARFA STABLES SHALL REMAN IN PLACE UNTU THE DISTURBED AREA IS PERMANENTLY. SHALL BE SURROUNDED WTH PROTECTIVE BERMS PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND ALLOW SEDIMENT MATERIALS SHOULD BE STORED IN THEIR ORIGINAL CONTAINERS AND THE ORIGINAL PRODUCT LABELS 3. STABILIZATION PRACTICES SHALL SHOULD BE MAINTAINED IN PLACE IN A LEGIBLE CONDITION.

OBSTRUCTIONS. ABOUT 1200 SQ. FT. OF PONDING AREA SHALL BE PROVIDED FOR EVERY ACRE MATERIALS SHOULD BE STORED ON PALLETS AND SHOULD NOT BE ALLOWED TO ACCUMULATE ON THE DRAINING. TO THE FENCE

STARLIZATION PRACTICES CHA
STAKING METHODS TURN THE ENDS OF THE FILTER FENCE UPHILL TO PREVENT STORMWATER FROM FLOWING ROUND. SECONDARY CONTAINMENT SHALL LEMENTED IN CONJUNCTION W « 2" × 18". ONE AT EACH AND DURING RAIN OR WIND EVENTS.

VER APART AROUND THE FENCE
LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWNSLOPE FROM THE FENCE. EMPLOYEES AND SUBCONTRACTORS SHALL BE TRAINED ON PROPER MATERIAL DELIVERY AND STORAGE

PRACTICES AND IN EMERGENCY SPILL CLEANUP PROCEDURES
DO NOT PLACE IN LIVE STREAM OR INTERMITTENTLY FLOWING CHANNELS.

WHEN SAND TER BARRIS USED A WIRE MESH SUPPORT FENCE SHALL BE FASTENED CONCRETE WASTE MANAGEMENT

SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WRE STAPLES AT LEAST 1 INCH LONG, TE WRES OR HOG RINGS. NOT ONCRETE WASHOUT SHALL BE A ROLL OFF BIN MTH A LID.

AUTOR A STAKE MET 6. WHEN MS AN LICATION OF WOOD PEER SHALL

8. REFER ALSO TO BMP SE-1 PER CURRENT CASOA CONSTRUCTION BMP HANDBOOK.

PLASTIC CHAL RE APPLIED TO THE CROUND REOW ROLL EE AND IN FRONT TO PREVENT AN

C STABILIZED CONSTRUCTION ENTRANCE
NOTE. SISTERS AND MASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A DRAINAGE

SEDIMENT TRAPPING

SEDIMENT TRAPPING DEVICE
S. SUE, PIERCED UP AND DISPOSED OF PRSPERLUTING SHALL BE VACUMEO OR CONTANED, IN. OF 12" THICK O POLYETHYLENE SHEETING.

N/A

VEHICLE/EQUIPMENT FUELING
EXISTING PAVED ROADWAY TO NO DATE AN ERATED TRAFIC.

NA
24' MIN. DECCRIPTION ADD'Г DATE

ARSORRENT CIEANLIP

MATERIAL DEPARTMENT OF PUBLIC WORKS
50' MIN. CO CANARIO

OR FOUR TIMES THE CIRCUMFERENCE N/A
SWPCP NO. 2023-2

MATCH EVICTING CRANE -BERMED CONTAINMENT DAE

NNSDCDCATEO

STREET MAINTENANCE STORMWATER POLLUTION CONTROL DETAILS NoteS T TRENCH 2" TO 4" MDE, 3º TO 4" DEEP. O REMOVE ALL SEMENT DEPOSITED SURFACE/LINING NAK CPD-252
NOTES.

IN ROLEVEL LEVELDOWNSTREA SIDE OF TRENCH WALL, BACKFILL THE PLAN CHECK CONSULTANT N WILLDAN DRN BY: DES BY: ICK'D BY: TM ENEVER SEDIMENT BECOMES ineering

3. OVERLAP SEGMENTS BY AT LEAST 3*. INSTALL STAKES ON DOWNSTREAM SIDE OF EMENT WASHING WITH WATER I

E TO THE STORM DRAI
A. US SLY MAN RED TALE LETS ES TO TE SEMENTS TOGETHER. PREPARED BY.

SEG • PES 12137/2024

SEE CPECIFICATION CHEST IN ADDENDIY HIN THE CWOOD

DING A WASH RACK WITH A SEDIMENT TRAP LARGE ENOUGH TO COLLEC WATER SUPERINTENDE 02/01/2024 N/A

ILL VEHICLES ACCESSIN CONSTRUCTION SITE SHALL UTILIZE TH EGISTERED CIVIL ENGINEER EXPIRES 09/30/2025
OFF-SITE REMOVAL CONSTRUCTION KEY NOTES LEGEND:

AWCUT AND REMOVE EXISTING PAVEMENT TO PROVIDE STRAI SAW CUT

MICANEDGES FREE FROM ERREGU ARMIESUMIN ZFROM CUT
TO BE • PROPERTY LINE
REMOVE EXISTING DRIVEWAY TO NEAREST JOINT.

PAVEMENT REMOVAL

OROTECT FISTING CURR AND CLITTER
*EX. STORM WATER PONDEROSA DRIVE REMOVE EXISTING CURB AND GUTTER.

DRAINAGE CHANNEL EASEMENT REMOVE EXISTING ROLL CURB.
& STORM DRAINAGE EASEMENT.

PROTFCT. FXISTING SIDFWAK.

REMOVE EXISTING WATER METERANO I"SERVICE TO MAIN
› REMOVE EXISTING SIGN. REFER TO LAS POSAS RD & PONDEROSA DR FOUND 1" IRON SIGNING & STRIPING PLAN EXISTING LEGEND:

PN DOWN 01
PER (04 MR078 9 PROTECT EXISTING TRAFFIC SIGNAL. DRAN IN FI

FIRE HYDRANT
OBLITERATE EXISTING PAVEMENT MARKING. REFER TO LAS POSAS RD SIGN & PONDEROSA DR SIGNING & STRIPING PLAN.

TRAFFIC SIGNAL ICHT
PROTECT FISTING STORM STRICTURE *
ix. 38"$kc% TELEPHONE MANHOLE
PROTECT EXISTING ROLL CURB.

TRAFFIC SINA ROY
REMOVE EXISTING SIDEWALK. WATER METER

WATER VALVE

PROTECT EXISTING TELEPHONE UTILITY STRUCTURE AND ADJUST TO 19) FINISHED CRADE STEEL BOLLARD

GAS VA VE
13 <15 PROTECT EXISTING UNDERGROUND GAS LINE.
18) GAS METER
16 NOT USED. GAS LINE

STORM DRAIN INF
PROTECT EYISTING 1" SERVICE WATER
- WATER LINE

REFER TO ON-SITE REMOVAL TELEPHONE LINE

PROTECT EXISTING SECTRICAL STRUCTURE

ADDITIONAL INFORMATION

ROP STORM DRAIN INF
REMOVE EXISTING RAMP.
[I EX. X" RCCP | CALLEGUAS WATERLINE
PROTECT EXISTING UTILITY LINE.
› PROTECT ExISTING CATE VALVE AND ANILIST TO FINISHED CRANE LAS POSAS ROAD OBLITERATE EXISTING PAVEMENT MARKING. REFER TO LAS POSAS RD EX. 8" ACP & PONDEROSA DR SIGNING & STRIPING PIAN.
*EASEMENT NOTES:

18.00"E_ AN EASEMENT FOR STORM WATER DRAINAGE CHANNEL AND INCIDENTAL PURPOSES IN FAVOR VENTURA COUNTY RECORDED JULY 2. 1953 AS BOOK 1142 PAGE 471 OF OFFICIAL RECORDS.

AN FAS-MENT FOR STORM DRAINAGE FASEMENT AND INCIDENTA PURPOSI

N FAVOR OF VENTURA COUNTY FLOOD CONTR DICT DEADO
DECEMBER 17, 1956 AS BOOK 1467 PAGE 595 OF OFFICIAL RECORDS.

EX. 15" VCP.
-XISTINC
PANTER
513/24
REV. DESCRIPTION APP'D DATE
6/19/24

DEPARTMENT OF DIRIC WORKC

CITY OF CAMARILLO
STANDARD WELL OFF-SITE REMOVAL PLAN Ta.

Lamont 5/20/2024

NE COLARE SPIKE AND

LAS POSAS RD AND PONDEROSA DR

NA REMOVAL PLAN
CPD-252
PLAN CHECK CONSULTANT WILL DAN DES BY:

ICK'D BY:

Enaineerina
SIGNATURE BLOCK:

DATE
REVIEWED BY: CATCUS WERE ARE OSTRICT 02-21-2024 SEG N/A F. PUS: 12/31/2024

MATED CIDCOINTENNENT
02/01/2024 N/A
EXPIRES 09/30/2025

PONDEROSA DRIVE
EXISTING LEGEND:

P=105.78 D ROSEWOOD AVENUE
EX. MAJOR CONTOURS E. DAILY DRIVE
TG-105.72 VICINITY MAP
EX. MINOR CONTOURS NTS
6=105.76 D EX. SPOT ELEVATION

VENTURA FREEWAY

EASEMENT LINE AS NOTED

SEWER UNG OFF-SITE GRADING CONSTRUCTION KEY NOTES
THE USI 10=0=1064

BUTTONS CURB RAMP TO BE SEWER MANHOLE
UPGRADED IN MATCH EXISTING GRADE; CONTRACTOR TO VERIFY IN FIELD ALL

GRADES PRIORIO CONSIRUCION ACIVIIES AND CONTACI
C=106.14 FUTURE BY CITY EX. W
WATER INF ENGiNeER IN CAsEd ANY DISCREPANCIES,
1 C=106.2
(CASHOUT PROVIDED
X T=15.38 DRAINAGE CHANNE CASEMEN
wVX WATER VALVE PER SPPWC
& STORM DRAINAGE EASEMENT SO PRUN 120-3, PE CLEAN 4 ESPER -TP=105.44 TOLD 1' PO TP=106.12 FIRE HYDRANT
C=10637 8=106.127 TP = 106.062+00
PIN DOWN 0.1' 2 CONSTRUCT DE. REET LEO CURE AND GUTTER OVER 4' P=106.17TX SORM DRAIN LING
(=106.23 Y PER (94)MR078. PONDEROSA DRIVE _1+00
P=106.17/1 C=6=105.84 TP= 106.00 STORM CATCH BASIN
C=106.06/ -106.04 TAP=106.140 ONSTRUCT 6" CONCRETE VERTICAL CURB OVER 4" AB/PM 10-1055 1 C=5.91 •R SPPWE SI
TC=C=105 56 STORM MANHOL-
9-10525 10-1535 6 0-046 262 163 39" RCCP 3) DRIVEWAY ENTRANCE EX. SIGNAL 200-105.865- GAS LINE PER VENTURA COURT TONS STAND ROS SID, TO FE E-28.

AS POSAS TRANSITION

TRAFFIC POLE
6+69.00 - C=106.48 FENCE
NSTRUCT 4 CONCRETE SIDEWALK OVER 4' AB/
PONDEROSA DR C-106.1512 MC=6.43 SPPW STD. PLAN 112-2, WIDTH PER PL

BUTTONS
\SIA UT00.0U C=C=1105. 122 0-0500- C=106.30 TC=6.60 SIGN C=106.05 CONSTRUCT ADA CURB RAMP OVER 4" AB/PMB PER SPPWC 24 - 10535 C=(=10658
'FG= 106.15/ IC=C=106.27/ STREET LIGHT STD. PLAN 111-5 CASE A TYPE 1. TRUNCATED DOMES TO BE PLAN VIEW "A" +=105./0 COLONIAL RED (FED. NO. 20109).

RIM 105.91 TRE-
TC=106.25 WATER EASEMENT
<-105 7 NSTRUCT ASPHALT PAVEMENT TO MATCH EXISTING SECTI ROAD CENTERLINE US 1" (MINIMUM 4" THIC
SCALE: 1" = 10' NO. 41124
3=105.60 ACCESS FASEMENT ADJUST EXISTING MANHOLE STRUCTIRE RIM TO PROPOSED FINISHED ELEVATION PRIOR TO PLACEMENT OF FINAL SURFACE.

RCP STORM DRAIN LINE

FY SEWER FASEMENT

CALLEGUAS WATER LINE
DICTITS VENTIDA CALINTY *EASEMENT NOTES:

DECODEN JANHARY 20 1050 AN EASEMENT FOR STORM WATER DRAINAGE CHANNEL AND INCIDENTAL AS ROOK 1607 PACE 564 PURPOSES IN FAVOR VENTURA COUNTY RECORDED JULY 2, 1953 AS BOOK RÉFER TO PLAN VIEW "A"
OFFICIAL RECORDS 1142 PAGE 471 OF OFFICIAL RECORDS.

TC=105.34?
G=104.84 REING DESICNATED ON THE MAP OF TRACT 1678 AS "STORM DRAINAC 2) GRADING LEGEND: AND PLOTTED AS SHOWN ON 18 RS 68. TITLE OR EASEMENT 1467O.R. 595"
COUNTY TO VERIFY CURRENT STATUS OF EASEMENT.

GUTTER ELEVATION
EX. RECIPROCAL EASEMENT DAVEMENT CI EVATION

OFFICIAL RECORDS

ACREEMENT RECORDED
C=XX. XX- CONCRETE ELEVATION
JUNF 03. 2002 AS
INSTRUMENT NO. 02-131408 * NOTE:

LAS POSAS RD Tr_yy vy_ TOP OF CONCRETE

OF OFFICIAL KLUKUS
EX. 45" VCP - APPLY PAVEMENT TREATMENT (TYPE II SLURRY). LIMITS OF PAVEMENT

RIGHT OF WAY TREATMENT MUST BE ALONG THE ENTIRE PROPERTY FRONTAGE BETWEEN THE

DEFED TO AN CITE DIAN CHEET
•y. 8" ACF PROPOSED CURB ADJACENT TO THE PROJECT AND THE MEDIAN CURB, AS

COR ANDITIONAI INEARMATIOA
CURB AND GUTTER SHOWN ON PLANS.

RINCEI INE

PROPERTY LINE
SAWCUT
C=104.75
C7443
=104.70 ARCEL B - ACCESS_EASEMENI- MAJOR CONTOUR
= 104 67

MINOR CONTOUR
*71.717 TYPE || SILIPPY
RE-FRi TO ON-SITE PLAN SHEET
FOR ADDITIONAL INFORMATION REVIEWED:

COMME
P= 104.06
TC-104.43 6/19/24 DESCRIPTION APP'D DATE
G=103.93

DEPARTMENT OF DIRIC WORKS
FOUND VENTURA COUNTY OFF.SITE GRADING AND DRAINAGE PLAN Th. Lament s20,2004 STREET IMPROVEMENT PLAN STANDARD WEI WITH 1" ID
OPEN DOWN 120 H LAS POSAS RD STA 4+41 TO 6469 AND
PONDEROSA DR STA 0+00 TO 1+98
WASHER PER (94)MR078
COA5. 11-00
6/6/2415 CPD-252
PLAN CHECK CONSULTANT WIll DAN
ICK'D BY:

Engineering
SIGNATURE BLOCK: DEPUTY DIRECTOR, ENVIRONMENTAL/STORMWATER DATE DATE
NA R 459 EXP PUS: 12/12024
SEG

WATCO CHOCONTENNEN DAT
REVIEWEn Ry. 02-27_2024
CALLEGUAS MUNICIPAL WATER DISTRICT ALL SAMIH FAKIH 02/01/2024

DEACTEDEN MIMI ENCINCED
EXPIRES 09/30/2025
STRIPING CONSTRUCTION NOTES: PONDEROSA DRIVE

STANDARD SINGLE ARROW (RIGHT LEFT) PER
CALTRANS STD. DET. A24A TIPE "V (R OR L)".
1 BIKE LANE ARROW PER CALTRANS STD. DET. A24A.
*CY STORM WATER
REMAIN EX. STRIPING
EX. STRIPING DRAINAGE CHANNEL FASEMENT

TO REMAIN ROSEWOOD AVENUE
TO REMAIN er STORM DRAINAGE EASEMENTI PONDEROSA DRIVE BUT. AME SYMBOL WITH PERSON PER CALTRANS STD. POSAS R3-4 2E. DAILY DRIVE
SYCTRIDING 4 0÷6498 STA 1+01.92 VICINITY MAP
TO REMAIN STA 0+56.72 STRIPING
PIN DOWN 0.1' STRIPING LEGEND: NIS
PER (94)MRO78 OR MAIN
STA 1H01.92 2+00
LAS POSAS RD STA 0+54.82 1+00 OFF 16.02 R -STA 0+67.49 VENTURA FREFWAY TA 6+16.9 32.21 WFOFF 26.87 R - 6" BROKEN WHITE LANE PER CALTRANS STD. DET. A20A-8.

PONDEROSA DH STA 0+58.01 STA 1+98.13
STA 6+22.84 SIA 0+00.00 OFF 503 R OFF 27.65 R
= 6 SOLID WHITE LANE PER CALTRANS STD. D-. A20D-39.

OFF 39.87 L
ST 34,75 R STA=0+82.2 - 8" SOLID WHITE LANE PER CALTRANS STD. DET. A20F-43.

STA 0+46. 8E
STA 6+16.95 OFF 4.91
-12" SOLID WHITE LANE PER CALTRANS STD. DET. A24F
STA 6+35.05 STA 6+35.05 "TYPE BASIC.

OFF 41.67 R 41.67 R
1A 6+19.0
CE 51Л • A 0-47.04 STANDARD SINGLE ARROW (RIGHT & LEFT) PER CALTRANS STA 6+23.54 STA 6+05. 37 OFF 47.76 F STD. DET. A24A TYPE "IV (R) OR (L)".

OFF 50.77 | TO REMAIN
EX. WATER EASEMENT BIKE LANE ARROW PER CALTRANS STD. DET. A24A.

POLE
OFF 39.92 R
TO CITY OF CAMARIO EX. R2-1
RECORDED APRIL 30. 1982
EX. R26 (CA)
AS INS RUMENI NO. 41124 2+01.06 BIKE LANE SYMBOL WITH PERSON PER CALTRANS OFFICIAL RECORDS OFF 34.97 R STD. DET. A24C
R20D-21 Ca
0+00 57
• SEWER EASEMENT

34.73 Re

TO CAMARILLO SANITARY

SIGN LEGEND

DESCRIPTION POST QUANTITY
TO REMAIN NO° 13' 35.00 W
-12 D9-2 (24"X24") PERFORATED, SINGLE
R3-4
6+09.43

RECIPROCAL EASEMENT

4.00 D9-13aP (24 X12") WITH D9-2 1 EA
JUNE 03, 2002 AS
EX. STRIPING INSTRI IMENT NO 02-131408

LAS POSAS RD

TO REMAIN OF OFFICIA REORDS
WITH DO-? 1 EA
TA 4÷61 81
CE 6 00
А 160
N89 15 18.00T RS-2 (24'X24") PERFORATED, SINGLE 1 EA
OFF 6.91 R
136.25'
SIF 1632 R
iF 16.92
OFF 17.49 R STOP 32.5
CONSTRUCTON EASEMENT OVER 2 AXLES R2OD-2 (24"X6") • WITh 85-7 1 FA VEW R1-1
— 5201. 8
STOP R1-1 (36"X36) PERFORATED, SINGLE 1 EA
STF 3,91 L
C7A121
STA 4+41.23
OFF 27.82 R
05529.151

STRIPING
4+00 PURPOSES IN FAVOR 5/3/241
40 CASE TO MERIT CURENT STARS OF SENTE EASEMENT NET OR 595 AND POTTED SHAS STRATTLE OR DESCRIPTION APP'D - DATE 6/19/24 RV.

TO REMAN DFPARTMENT OF PURIC WORKS
STA 4+11 36 EASEMENT AND INCIDENTAL PURPOSES IN CITY OF CAMARILLO OFF 42.66 R ISTRICT, RECORDED DECEMBER
PAGE 595 OF OFFICIAL RECORDS Paro 74. amont 5/20 2024

FOUND VENTURA COUNTY TRAFIC ENGNEER LAS POSAS RD & PONDEROSA DR STANDARD WELL WITH 1" L.P. LAS POSAS RD & PONDEROSA DR
LABELING LEGEND: SIGNING & STRIPING PLAN

OPEN DOWN TIN LIFU

SIGNING & STRIPING PLAN

OF SQUAR- SPIKE AND I
WASH-R PER (04 MR078 6/e/2z CPD-252
- STARI
SIGN STA YLYY DRN BY: DES BY: CK'D BY: TM
COAL. 1" - 20
OFF XXXX' (SIDE) APPROVED:

STA X+XX NA
XIA X+X. OFF XXXX' (SIDE) DEPUTY DIRECTOR, ENVIRONMENT WATER DATE STA УДУУ

OFF XXXX (SIDE) - END NA
SEG C WORKS24

WATER SUPERINTENDENT

TYPICA SIGNAGE CALL OUT TVPICAL MARKING CALLOUT TYPICAL STRIPING CALLOUT N/A 02/01/2024 PRO.I NUMRER 21010
EXPIRES 09/30/2025 C-18490