PUBLIC UTILITY AUTHORIZATION FOR OPERATION GENERAL NOTES iANO DEVELOPMON SPE STATONS SATED THE COUSCORR KERN COUNT
OF CAMARILLO SANITARY DISTRICT
SEWAGE DISPOSAL BE
BAESARA COUNTY LOS ANGELES
ELECTRIC: S054-4458 A SENTURA, CA 93004
4. ALL GRADING SHALL COMFORM TO THE CITY GRADING ORDINANCE.
5. REQUIPEMENTS FOR ROCK BASE TO BE DETERMINED BY SOIL AMALYSIS. PRU
BARISONLE
CENTERINE ATOMI OTHERWISE, STATIOIMG ON PLANS REFERS TO LOVE 5 26 2A0 EL, SAL ROAD. SCOTISONE, 12 85255
SIr WATER SORTS HALE CONSTRUCTED IN ACCORDANCE WITH THE
DEVELOPER'S ENGINEER
NOTES: B1THSMRCH SMACH DRIVE, IRVINE. CA92618 WITH SEPARATO POT MATER AND SEWER LINES SHALL BE IN ACCOROANCE PERONE: YES-252 KUNISHIGE THE DEVELOPER Z5O TREE BY TRO SAN ENGINE INSTALED BY VICINITY MAP TELEPHONE 35-580 6ACE MANG GEN
DATE OF REPORTS: SEPTEMBER 25. 2019
PERMIT NUMBERS SEE SITE
VENTURA COUNTY GRADING PERMIT NO. N/A TPE PO 68S OTHERMISE SPECTED, ALL ASPHALT CONCRETE SHALL BE SHEET 2
VENTURA COUNTY ROAD ENCROACHMENT PERMIT NO. N/A St OF COMRADES SUCE TRACT TO SHAL MONSOO VENTURE AT TECTION DISTRCT (VWPO LAS PORES.
CATING UNDERGROUND FACILITIES, 2 WORKING DAYS PRIOR TO DIGGI * MONTARA BLO
PERMIS PREOR TO PROJECT ERRAL TO ALL HERGROUND UNITY
LIST OF STANDARDS PERT NO T0
LOCATION MAP
IT CACAL SINTARY DISTRICT STD. PLATE ? VERLE T.V.
CAMARILLO SANITARY DISTRICT STD. PLATE 1
SARAS SOL BE BRAVED FOR WE CONTROL WITH A PRE EMERGENT INDEX OF DRAWINGS VENTURA COUNTY ROAD STANDARDS: SHEET NO. DESCRIPTION
H/A TH THE CALEFORMIA SURING ONE LE 2 CASTER 1), INCLUDI STANDARD TILE SHEET C-18022 TEST ANEHDMENTS AND SUPPLEMEN: GRADING TITLE SHEET C-18023 NOTES AND QUANTTES C-18024
ALL MESSED SURE FATE LESS COLPLEANCE C-18025
DESTING CONDITONS AND DEVOUTCH PLAN
FOR PERSONS WITH DISARILITIES
STAMDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC) 2012: EROSION CONTROL PLAN C-180254 APIA 111-5, PLATE E10.1, APWA STD. DWG. 321-7 EROSION CONTROL PETALS c-18025B APWA STD. DWG. 33S-1 HORIZONTAL CONTROL PLAN c-18026
C-18027
C-18028
SEVER DETALS
WATER TETHE C-18030
CAMARILLO WATER DIVISION 2005:
DWG. NO'S: W-11, W-12, W-36, W-48, W-58. RETERENCE DRAMING MUMBERS STORN DRAN PLAN C-18031 W-59 C86771 SEE SHEET 2 GRADING, DRAMAGE, AND STRING CETALS C-18032 • EXP. 3/31/25/4
HANDRAL, CURBRAMP, AND STAW DRAN NET DETAIS c-18033
STREET IMPROVEMENT PLAN OVERLAND ROAD 6-18034
DATE
REV. DESCAIPTION TAPPROVED DATE
APN: 230-0-153-025
COVER SHEET
IMPROVEMENT PLANS®
OTHER STANDARDS: CERTIFICATE OF "AS BUILT"
HEREBY CER CH THE WORK ON RED MANOES PLAN CHECK CONSULTANT CPD-248 H/A
AMERICA'S TIRE
E.P. 21-154 CITY OF CAMARILLO G.P. 21-05
_ R.C.E. _ DATE. Honora Pre APPROVED. ATY OF CANARNLO CHECKED BY raSmith
4 BY 4 CONCRETE PAD FOR THE BASE OF THE WATER TOWER, mere men me sere RASS DISC, 1 FOOT HIGHER THAN THE STREET DATE
ELEVATION 69.323 MAD29 A BE S05 9/30/2025
C-18022
IOP AND BOTTOM OF SLOPE SETBACK CRITERIA SURSURFACE DRAINAGE FOR COMPACTED FILL
GENERAL NOTES ENGINEERED GRADING INSPECTION CERTIFICATE E (AND/OR FENCE LME) JOB ADDRESS NOB VENIORA BLD. CARAOLLO, CA 95010
OMNER
ROUGH GRADING CERTIFICATION
RENCED HEREON AS APPROVED OR CONDITIONED BY THE CITY SHALL EA
BY SOILS ENGINEER
TURNS OF THE VENTURIAN
SOIL REPORT VALUES, AND SPECIAL RECOMMENDATION:
MPNCTED OTHER ORGANIC MATERIALS OR ROARS
[FACE OF STRUCTURE
SALON PROVER AREAS TO DATE HAN HEED
ANY HEC
(SITE BOUNDS MOR
DETAIL A DETAIL
ENGINEERING GEOLOGIST CE.O. NO
(SIGNA TURE.) FILL PLACEMENT AND DRAINAGE DETAILS INTERCEPTOR DRAIN AT TOP OF CUT SLOPES AMD DOWN DRAINS
BY SUPERVIS NO CITENGINEER
LOT HUMHER ENERAL TE
REMARKS
ENGINEER BP. DATE DATE
(SIGNATURE
FINAL GRADING CERTIFICATION
CONTROL T
LOT NUMBERS
He IS A
• ENGINEER AND SOILS ENGINEER TO BE ENGINEER DATE
(SIGNATURE) DETAL C-1 DETAL GAI
3 CRABI SE BE SO SOURCE DISPOSAL SITE.
GRADING CONTRACTOR CERTIFICATION TR CUT CORAL 2001
B. IE SOIL COMES FROM/OR GOES TO A SITE OUTSIDE THE GITY UMTS OF GAMABLLO, SUBMIT: DETAIL C DETAIL D
BY GRADING COMTRAGTOR
INDEX OF DRAWINGS
C. IN EITHER CASE, SUBMIT.
CITY SOL BY THE SORS ENGINEER. CODETETENNED DESCRPTION DRAMING NO.
ORADING CONTRACTOR. _ LICENSE NO. DATE STANDARD TITLE SHEET
21. PRIOR TO PROVECT APPROVAL, THE DEVELOPER SHALL OBTAIN THE FOLLOWNG PERMTS (IF APPLICABLE): (SICNA TURE C86771 • EXP. 3/31/25/0 NOTES AND QUANTINES
A UNUTES: UNDERGROUND PERMITS (94" DENOTES FRANCHISE UMUTY) INSTRUCTIONS: THE OMNER MAY SIGN IF GRADING WAS NOT DONE BY A LICENSED GRADING CONTRACTOR.
EASTING CONDIIONS AND COMMON PLAN
• SOUTHERN CALIFORNIA GAS CO. PERMIT NO. EROSION CONTRL PLAN • SOUTHERN CALIFORNIA EDISON PERMT NO. - EROSION CONTREL DETALS • TELEPHONE COMPANY PERMIT NO. LOCATION & MONITY MAP APPROVAL BY CONSULTANTS REFERENCE DRAWNG NUMBERS HOM ZONTAL CONTROL PUN • CABLE TELEVISION PERMIT NO. GRAONG PLAN
ACAD: 2097. C12
WATER:C-AG45, C-12105, C-12106, C-12107 WATER AND SEWER PLAN C. KC. WATERSHED PROTECTION DIST. PERMIT NO. SEVOR: C-8632, C-8633, C-12101, C-12102 SEVER DETALS STORM CRAN C-B621. C-1208Q. C-120/1. G-12012. C-12023 MATER DETALS D. KC ROADS DEPT. PERMIT NO. 6/30/22. 9/28/22, AND 1/20/23 SICAN DRAN PLAN E. CALTRANS PERMIT NO. STREETS C-12097, C-12509, C-12300
SITE GRANG, DRAINAGE, AND STRPING LEINLS
(SCRATUNE)
EMISAN PANRA BLAMIN PERMIT NO HANERAL, OPERAND, AND STORM DRAIN INLET DETALS CONTRACTOR CONTACT BE SEE A 1-80022-2800 FOR LOCATING COUPANY STREET IMPROVEMENT PLAN OVERLAND ROAD ENGINEERING GEOLOGY REPORTS: APN: 230-0-153-025
23 DIGAY TOYS ASO FISA SEONG OF 5° OR GREATER IN DEPTH, REQUIRE A CAL-OSHA PERRAT.
STANDARD COVER SHEET FOR
CAL-OSHA PERMIT NO. DATE MEHTA RIVE
24. QUANTITES: PLAN CHECK CONOR TANI GRADING IMPROVEMENT PLANS OUT. 301 — CUBIC YARDS nu. — CUBIC YARDS COMPANY CHANT NAME CERTITCATE OF AS BUNT CPD-248
IMPORT
TITLE SHEET
DISPOSAL SITE G.P. NO. SOURCE SITE QP. NO. 8051653-409
GRADING BOND NO. E.P. 21-144 CITY OF CAMARILLO G.P. 21-05
AMOUNTR
PREPARED BY: APPROVED: CITY OF CAMARTIO CHECKED BY
25. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 (TWO) UNITS HORIZONTAL TO 1 (ONE) UNIT VERTICAL. REV. DESARIT APP'D DATE
28. BENCHMARK DATA: COUNTY OF VENTURA BM FS DESCRIPTION: BRASS DISC STAMPED 88-8-30 . R.C.E. - DATE raSmith ARE MAN ERAS ON OPT HE AL CREPETE PAD FOR THE. 2o 15
ELEVATION: 69.323 (NAD 29) DATE DRANNa NIMBER
REGISTERED CIVL ENGINEER RCE. NO. C88771 DATE
R.C.E. EXPIRES 3/31/25 EXPIRES 9/30/2023
PROTECT IN PLACE NOTES: PRIVATE STORI DRAIN NOTES : SANITARY SEVER NOTES: QTY PAVING LEGEND:
NOTICE TO CONTRACTOR:
OTECT IN PLACE CXISTIN CONCRETE CURS ANS/CR CURS AXO CUTTERA 50- STUB STORM DRAIN PIPE FOR BUILDING ROOF DRAIN CONNECTION AND CAP CONSTRUCT NAWMOLE PER CITY CE CAIRAILLD SANLTARY DISTRIC EC OONRETE PAVEMENT / SICEMALK SEE BUILDING PLANS FOR CONTIMUATION.
OTECT IN PLACE EXISTINS A.C. PAVEVENT. •SHEAVY DUTY DONCRETE PAVEMENT E- INSTALL D° MOPE STORN CRAIN PER ISANUPACTURER CITY OF CAMARILLO PPAFD CIRUNIT OND AITY AF PAMPlIIA PANITIDY nIRTOTOY OTECT IN PLACE EXISTINS OONCRETE SIDEMALK. ELE MPRMEO GEUTICHEGAL RERERT SO" GREN D65 AB PER CRATLLD STAR PLATE Е10. • O
• ON-S TE LANDOPAPE BREA
POTECT IN PLACE EXISTINS PONER POLE.
NSTALL RVC SOR BEND/NTE PER MANUFACTURER SPECIFICATIONS. BIOFILTRATION BASIN MITH UNDERCRAIN (BIO-1) WICIN PNE CUSS FIR HYUHANI CK LHIk senel
SOE PuHTeAAeeb. AND INCIOENTALS.
ISTLLAND CUERLAY LINETS ERD Ex-ootd BUDARACCT
OTECT EX. SIGN IN RIGHT OF MAY •-INSTALL 8* PERFORATEO UNDERCRAIN PIPE PER DETAIL 7 ON SHEET 11• PER SEPARATE BULIDING PLANS:
EONTINABUTOTN SEE SEPARATE BUJLOINS
AIEOIIR PAE CAlalir bILEITHka Areiuias
DEOL TION NOTES SETER MARHOLE PE
YuaRanintisa AASH ENGLOSURE PER CITY T.E. 3-1A
334 LM
•ANANT CEAN 1 3 TET 1 . AN OOE -SIBEA A.E PANERENT PEP EROSION CONTROL LEGEND
CONSTRUCT SAIPLING/ BONETORINO MANHOLE PER CITY OF CAMAILLO BEC AKATEN C KAPONSNEL CHAME
ANTTARY DESTATO
TERPORART CONSTAUCTRE
OF-SE ETINS CONCRETE GUR AND/OR CURB AND GUTTER• DISPOSE OF CONSTRUCT STORIE ORAIN MANHOLE PER APA4 STD• CRANINS 321-2 RENOVE EX LIGHT POLE AND BASE. DISPOGE OF OFF-SITE. ENSTALL PVC FITTING PER MANUFACTURER'S SPECIFICATIONS. FITTING E-2 METACTEON FEN YVE AS NOTED ON PLANE CRSTRICTION FENE:
VOVE EXESTING TREC OlEPDOE CF Ort-SiTcn CA TE PROPETE CAL T, RD DOES HOT ALE VE ASTE
GOAVEL BASO
EXESTNG STORN INLET WITH OORRED CONNECTION PER APWN
3,50% - I ao an LINITS OF WORK 0.55 AC
ENSTALL RIP-RAP PER CETAIL 4 ON SHEET 12. PROPERTY INFORMATION m LINITS OF DISTURBANCE
NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM NOTES: PARCE VADORES LO-OT M VOITURA CLVO, CNNRLO, CA STALL SANDBAG BARRIER PER CAS04 BMP SE -8. SEE DETAIL 5 ON SHEE1 CONCRETE NASTE SUK L MÁo No.: L0-550
WATER PLAN NOTES: NERIAL STORAEE
PROPERTY CIWNER: HOLLE PRTPERES
: 33 CF THE CBC. :DEO TO ASSESSORS D NUMBER/SE 230-0-153-25 TSUTLTRES ANPNk
TEHICLE MAINTENANCE AHEN
ONSTRUCT TEUACRARY STABILILZTO CONSTRUCTION ENTRANCE WITH RIR ZONING AND SETBACK SIka LAeeANCLEUHERNEH E ALESHEEIsa
STOCKPILE LOCATION
NO ZONING REPORT VAS PROMDED
CONTRACTORS CONSTRUCTION KC* SAMPUT LINE (CASDA N9.3
FIELO VERIFY AND CONNECT TO EXISTINS UATER 12• PIPE DER CITY OE A CS ENE AN A TAE T STRE STRA THE PRUPERY IS ZOER CE S OOROENATE ECATONEN FEE PER DETAIL E ON SHEET 1E ATER DIVISIDI STANNE AE M 1-15 N5- o. w.. v nvos wt
"AEET SWEEPING AS NECESSARY PER GASOR SE-7. CONTRACTOR SHALL IMPLEVENT REGULAR SWEEPING OF PARKING LOT AND STREETS. --sili tan
INSTALL 1* IUNICIPEX PER MANUFACTURER'S SPECIFICATIONS AND CITY CF ENGINEER'S NOTES TO AL AR REVATONS, CONTOLES SHOWN REPRESENT FINISH SURFACE CET ABA COROI MATE LOCATION IN FIELD. MA AND CETAIL D ON CONTRACTOR: BOS-SECKS MERE PROVIEED BY THE CIY OF CAWESLLO PLING DEPARTMENT LEGEND N=59. • = TRACT BGUNCARY/PROPERTY UNE
INSTALL 2* MUNICIPEX FER MAXUFACTURER'& SPECIFICATIONS AND CITY CF REAR - 100 - NTERIOR PAOCEL LNES LEDA PERCETY O ARTLIO MATER DIVESTON ETAUAD ONG. ND. = EASOMENT UNE UCT VEHICLE/EQUIPVENT MAINTENANCE AREAS PER NS-8, N5-10 AND ABBREVIATIONS = PRE UNE
ENSTALL 1* ERRIGATION NATER VETER AND LETER BOX WETH KNOCKOUT PER BE ER CITY OF CAMARILLO MATER DIVISION STANDARD ONG. NO. N-11. EN CF CUR RETURN ESE CURIE • SANTARY SEVER LAE CONSTRUCTICN NOTE 3 FEREON. PRVC SIOeN TRMM TIME
999
- STORN CRAN WASHOLE
CONSTRUCT BILT FENCE PER CETAIL B ON SHEET 4B. 1KS Lr EVC •CEAER MANHEE
NSTALL AND MASTE AAXAGEMENT AREA FER CASCA IAI-S AND VN-9. NETE UN E PERA TE EY PEO TEFERNE AND PERUT , SEE PNSH CRUDE • DASTIN; STORN ORAN PPE 2 DaRTOR SHAL BE RESPONSBLE FOR ANY SIONACE/STRIPNE - SICEN THAN NET TAI DRNE 30 i 1
QTY LIFORNTA PLLMBING COD EMEIRA TRANCSNALTE
PNGANKAUNKUESH
УРЕ К-50F SER CNE ATE DN E RE SONAE SASEACTORY TD PENOVALS. CUSNNN: OF OURS UNRHALC GRACE C•C - TYP. PARKING LOT UGHT
3.601 SR
SONETRUET CONSETE BERAI EO OTE NIC ARBE 1 AB CV 124 21. ALL TRAFFIC OONTROL AND LANE CLOSURES TO EE PER THE
1. ALL VORX SHALL OONECRU TO THE STANDARD PLANS AND CALFOPNA MANUAL ON LINFORN TRAFFIC CONTROL DEVCES (MUTCD INLET (STORM DRAN O-NOT UBED. DEPT STO ONG NO. NE CEVICE PER CITY GE LAWATLIO MATER DIVISTON SPECEFICATIONS FOR FUBUC WORKS CONSTRUCTON (QREEN BOCK SIAN S
LATEST EDI TICN) RUCTURE
- WATER VETER
ITER DIVISTON DEPT STO C MOD INTON) PER GITY BF GHARILLS 68888 C • SE R (4 40702) 2,050 5r FIELD VERIFY AND CONNECT TO EXISTINS BATER PIPE PER CITY GF MOC COMPACTED SUBSRADE PER APPROVEO CEOTECHNICAL MAN BEGE E WATE I = ERSING NRE IMORANT M CONSTRUCT PEDESTRIAN HANDGAIL PER DETAIL 1 ON SHEET 12. = TYP. FRE HYDRAN = MATER MAIME
CONSTRUCT TYPE A-2 CONCRETE CURS AND GUTTER PER CITY CF CAMATLLO LANCE MTH -INSTALL 8• DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ABSEMELY S' S8dE La = SENES R STRN CRNN CLCANONT = THA.ST BOOX
VINIULU FROU BADX OF SICCAAIX PER CITY OF CAMARILIO WATER DIVIST LA SE SA ERA ALES EY E SUSENOE CARN SECON (CA) STANDARO TWG. ND. M.2Г
©-CONSTRA INSTRUCT TYPE A-I CONCRETE CURG PER CITY CF CAMARILLO PLATE NO. >FDC = FIRE CEPARTMENT CENNECTION (FDC
S-PEET PROM BUILDING, SEE DUILDINS PLUMSING PLANS PCVC - POST ADICATING VALVE NaTAlan Coneaeneenaosa BER PERKATAKLSHAT 145 LF
BADDE ALTE VASE F OSOS Hanno = f NA CoNT BEVATN MoR
URTAICT S EMT MIOE CIRR CIT PER OETATI A AN QHEET 11.
@ACONSTRUCT RAVP PER DETAIL 2 ON SHEET 12.
B-TERE DEE PTAENT CONMESTION TO RE INSTALLED 2' PACOI GUES FACE PER TORM DRAIN INIIT. KEE SHET 1O FOR DESIGU INTORMATION- AND PERVIT, I CRETENTION BVP, BEE DETAIL 7 ON SHEET 11. ULAR EY OTY CRORANCES REVIEWED:
I AL ESTE ETER OE E CET E BRES MIEN DES
•LANCOCAFE AREA PER SEPARATE LANDOCAPE PLANS. STRIP NG AT 7, 5F .0. IR C ATS BE CF VETH INTERICA 190 98 (2 COATS MINIMN) CAEL AL YEN SAE SUL E AO MRAT REMN E
STRURT CCUFRED TRASH TACLOS EE PER CITY STO G IA PLANS AND P ENTA NATE TOP BETA 2 2 N MELANE PAINT "BTGP" NOSDTNA, TRAFFIC ENCINEER DATE REV. base donor APP'D DATE
PAINT TRAFFIC ARROW PER PLAN AND BIZE PER CETAIL 2 ON SHEET 11. REVIEWED: EPARTENT OF PUBLIC WORK PAVEIENT IN KINC. 345 LF CITY OF CAMARILLO
U STEUCTIRES AND FOOTNOS SHALL BE CONSTRUCTED FE
CETATE S N SETO PERLAY MITHIN LIMITO SHONI CAN PLAN• SEE 7,500 5 SPEATE CA PEN AN CR NOT DRS R MOA RE DIRECTOR. CONNUNITY DEVELOPWENT DATE CPD-248
SECTFICAT NE RED CURB PER CITY OF CAMRILLO FIRE DISTRICT AMERICA'S TIRE CAMARILLO A SEE LANSEA E PLANE FOR SIALE LANOSAPTN BIOE BLSPES OR 207 LM UTSIDE UWITS TO C-INCH AT INSDE LMT. "EEEE
IL ALL RENE TRANS TONS AT END GF CIESLAY UMTS SHUL HANE A NOTES AND QUANTITIES
BASIS OF BEARINGS STORNWATER PROGRAM NAMAGER DATE
THIS SURVEY IS THE CENTERLNE OF WEST VENTURA PLAN CHECK CONSULTANT REVIEWED: ORN BY: JHR DES BY: CUN CK'D BY: RMK 811 WURAN
eponnsn
BENCHMARK WATER SUPERINTENDENT DATE
Know what's below. PaSPLOSSAY DATE
SEE SHEET 2. Call before you dig.
raSmith Hs casa"
EXP. 3/31/25/0 WATER RECLAMATION SUPERINTENDENT DATE
RECOMHENDED BY:
TEO
ACE:S C86, CML ENGINEER DXPIRES: 3/31/25 PUBLIC WORKS MAINTEMANCE SUPERINTENDENT DATE PG. SHEET 3 oF 16 T PROTECT IN PLACE NOTES:
OTECT IN PLACE EXISTINS CONCRETE CURB AND/CR CURB AND CUTTER.
TECT IN PLACE EXISTING A.C. PAVEENT.
oTER PLACE OKINA CONRETE STOLALK
PROTECT EXISTINO LANDECAPINS.
GRAPHIC SCALE
Witvl la PuE calorINs rek MuLt•
59310
hon Fs H.
71568S0044'36"
DEHOL TTON NOTES
-SE EXISTIN CONCRETE CURB AND/OR GURB AND GUTTER. DISPOSE OFF LON POLE AND BASA DISKETOE CET-SITta
NE EXIETINS TREE, DISPOCE OF OFF-SITE.
EXISTM EEMIETE LEEML, TERA CF FP STE MOLA A EO.
SOL MEAR
DEMOLITION NOTES:
MON MENT - Y LP.
POSTIG PROPRI CONIRACTOR SHELL EXECUTE ALL LEMUTON IN SIRICI CONFORWANDE MITH THE SOLS PEPURT ARD OJERMNC REOJLATIONS
MONUMENT - T IP
SENORI OMDUIOM IS BY SEPARATE PLAM, PORMIT. TME NEMER ASSIE NO PRESPCNSBRUTY FOR STRUCTMES TO BC PARCEL 2
LD-550
D PS 80 PN SS
INSHED GROUND SURFNCE SHALL BE LEFT IN A SWODTH, UNFORMLY GRADED CONDITION.
TRE NCR S SHIL EE RESCHELE FOR SITE SAFETY AND SAFETY OF PERSONS AND VORLES ORECIY AOMCENT TO, BUT OUISDE CHLORA
BASTET PURY
ALL GRACIIC AND DEMOUTON OPERATINS)
CO PV SS
OVERLAND ROAD
REVIEWED:
811 TRATIC ENGINEER DATE
REY. DESCRIPTIOM APP*O DATE
REVIEWED: PARMENT OF PUBLIC WORI
CITY OF CAMARILL
‹now what's below
Call before vou dia DIRECTOR. COMMUNITY DEVELOPHENT DATE CPD-248 LosKoN T D AMERICAS TIRE CAMARILLO
BHT OE KAY N CONSENT CE RA SNOTE
STORNWATER PROGRAM MANAGER DATE EMOLITION PLA
MONUMENT - Y LP. REVIEWED: DRN BY: JHR DES BY: CJM CK'O BY: RAMK
OVERLAND ROAD
908. NO0'44'36"E
WATER SUPERINTENDENT DATE
DATE
C86771 raSmith
EXP. 3/31/25 WATER RECLAMATIOM SUPERHTEMDENT DATE
CIre ENGINEER EXPIRES: 3/31/23 PUBLIC WORKS MAIMTEHAMCE SUPERINTENDENT DATE PG. SHEET 4 oF T3 EROSION CONTROL LEGEND EROSION CONTROL GENERAL NOTES:
EMPORARY CONSTRUCTIO
EROSION AND SEDIMENT CONTROL NOTES:
1. BEFORE A GRADING PERMIT IS ISSUED, THE CITY OF CAMARILLO WLL REQUIRE PROOF OF A RECEIPT OF A NOTICE OF INTEN INSTALL SANDBAG BARRIER FER CASON EMP SE-8. SEE DETAIL 5 ON SHEET KLET PROTECTIC (30.241 OR THAT ARE LESS THAN ONE ACRE BUT THE SITE IS PART OF A LARGER COMMON AREA OF DEVELOPMENT OR SALE.
GRAVEL BASS
THE MEEEED TO ALL CONSIK CHION ACTIVITY SHALL PEKOMED IN ACCONDANCE MIH A LOCAL SICKWALK PELLUTON CONTROL CH •m LIMITS OF UDAK 0.35 AC
PREVENTION PLAN (SPOPSAPPPY DEVELOPED AND NPIEMENTED IN COMPUANCE WTH REQUREVENTS OF THE VENTURA - LIMITE DE DISTURGANCI COUNTYDE STORMWATER QUAUTY MANAGEMENT PROGRAM, NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NDES HTTP://WWW.SWRCB.CA.GOV/RWC84/WATER_JSSUES/PROGRAMS/STCRMWATER/MUNICIPAL/INDEX.SHTM ACE LET TEA DETAIL BEET A, PER CATS 10.
ONSTRUCT CONCRETE NASTE MANAGEMENT AREA PER DETAIL E ON SHEET 48, P SHALL INCLUDE ALL RELATED REQUIREMENTS IDENTFED I PART 4F OF ORDER NO. 2010-0108 CASGA MIFE. COOFDINATE LOCATION IN FIELD.
VEHICLE VALNTENANCE AREA
STREET SEEPING AS NECESSARY PER CASON SE-7•
STORTIE INCATION
NSTALL MATERIAL STRAGE AREA PER CARDA IN-1 AND DETAIL DON
SEE CHU MIE AHUN PIELA
XXX SUKUT LINE (GASOR NG-3) 4. BEST MANAGEVENT PRACTICE COMPANCONTANED HEREIN REFLECT MINNUM RECUREMENTS FOR AROMANAL BUPS REFER TO
HE CAL-ORNIA STORMWATER EMP HANDBROKS AND CALTRANS STORMWATER QUAJITY HANDBOOKI AS SOLUTE LOCATION IN FED ONE COME FE CASTER ANY Singles Are (CAS24 N9-8,
ін-3, ма5, 1м1-9) 5. NON-STORMWATER DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM DRAW SYSTEM AND /OR STREET.
ENSIN: PARCE, UNE
DETAIL 6 ON 6. DISCHARGES OF PUMPED GROUND WATER REQUIRE A DISCHARGE PERMIT FROM THE STATE OF CAJFORNIA REGIONAL WATE QUALITY CONTROL BOARD (ROCE).
EROSION CONTROL:
7. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTEND PRACTICABLE THROUGH DESION AND IMPLEMENTATION OF THE SPCP/SuPPP
19- CONSTRUCT SILT FENCE PER DETAIL B ON SHEET 4B•
& ALL BMPS ARE REQUIRED TO BE IMPLEMENTED YEAR-ROUND NOT JUST DURING THE RAINY SEASON.
COLATE LOCATE ON IN FIENT AREA PER CASON IN-S AND MN-9. • STRUCTOR TO ARUST GATE AS 3. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVALABLE WHEN NO PREDICTS A 5OX CHANCE OF RAIN. NECESSARY CONSTRUCTION WHEN RAIN IS IMMINENT. BILL SHRUM_SHALL BE NOTFIED AT DEFE: (480)606-6838 CELLA TERRARY SEVENT CENTRAL (180)254-2839 IN CASE OF AN EMERGENCY.
OPERTARLE SANITARY FARLIE TRAFFIC AREAS BRANAGE
PARCEL SET - STRET SEEN AND VACUUNG 11. EMPLOYEES, SUBOONTRACTORS AND SUPPLERS SHALL BE EDUCATED ON ALL EMPS INCLUDING CONCRETE WASTE STORACE AND - SANDRA PASSE DISPOSAL PROCEDURES.
3181478 55 08 059
12. SENNENT CONTREL PRARICES SHALL SPECTELY PREVENT A NET NORSASE OF SERMENT LOAD IN STORMRATER DS HARASS
AND FORCIN CONTE
13. INY SOPE MIH DSTURES SOLS OR DENUED OF VERETATION MUST EE STABUND SO AS TO NHBT ERICON BY MND ANI (238) WATER.
BASEVENT TO ATY O NET - WEND EROSION CONTROL
CANARILLO PER 60 PU 53 42 ENHANCED PRATE ME RE PENIRED ON ALL CONSTRICTION CITE ON HILL ONES OF DIM OO GREATER AND CITES THAT
DEMON MONO CONTRE
DIRECTLY DISCHARGE TO CALLEGUAS OR CONE CRISKS OR REVOLON SOUGH/REARDSLEY WASH, REFER TO PARK 4,F.4 C CT - STABRUZED CONSTRUCTION ENTRANCE/ DO THE VENTURA COUNTY MUNICIPAL STORMWATER PERMIT (ORDER NO. 2010-0108) FOR LIST OF ENHANCED FRACTICES.
CS - ENTRANCE/OUTLET TRE WAS
WA-S RUNAR MINNSIONI
INTERERE IT S
I PRACTICES
- EXCEPT AS OTHERWISE APPROV
80209 NO GRONG PERATIENS
17. CRE CO ALUS OF EACH TENS DES LOCATED AT THE STE PERMETER MUST DRAN ANAY FROM THE TOP OF SLOPE AT N58 - VEHICLE AND EGUPNENT CLEANNG
AND EQUIPMENT MANTENANCE ALL LOOSE SOL AND DEBROS, WHICH MAY CREATE A ROTENTIAL HAZARD TO OFFSITE PROPERTY, SHALL BE REMOVED FROM
E AS DRECTED BY THE INSPECT
AS DRECTED BY THE INSPECT MAY CREATE A POTENTAL HAZARD TO OFFSTE PROPERTY, SHALL BE REMOVED FROM THE MATERN. CRUDERY AND STORICE 20.A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET. THE DEVICI AMERICA'S • VAXADVENT CONTRACTOR MUST CONTACT THE CRY OF CAMARIO STORMER PROGRAM MARRI SPLL PREVENTION AND CONTROL (383-5659, 388-5339) FOR CITY GUIDELINES ON RANWATER REMOVAL
ON NASTE MANAGIN
(TIRE
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OF THE INSPECTOR
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CONTRA STORE C
SICHATURE: DATE:
SYKINE DIRD IM
REVIEWED:
TRAFFIC ENGINEER DATE
811 REV. base donor APP'D DATE
REVIEWED: DEPARTMENT OF PUBLIC WORKS
CITY OF CAMARILLO
BEHT OF MAY Know what's below. CPD-248
EXISTING DEMENSY TO REMAIN Call before you dig. DIRECTOR. CONNUNITY DEVELOPWENT DATE
AMERICA'S TIRE CAMARILLO
OVERLAND ROAD EROSION CONTROL PLAN
STORNWATER PROGRAM MANAGER DATE SWPCP NO. 2021-10
PHAN CHECK CONCULTAN"
REVIEWED: ORN BY: JHR DES BY: CAN ICK'D BY: RNK
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LONGER OPENINGS. LEANG WILES AND EQUENT SHALL NOT GE ALLONED O-SITE EQUENT AND
ANCHOR ANCHOR CG SO THAT WATER CANNOT FLOW
EHICLES SHALL BE INSPECTED FREOLENILY FOR LEAKS AND SHALL BE REPAREL ALTERNATE ANCHOR METHODS: SECTION DO NOT LISH ME WARLS AND LEAKS PREPLY WITH ABSORBENT MATRILS:
A INSTALL CRAVE.
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BeATEN SNAL PODICIA STALE INSTALSO CHEE THRES A POTENTIAL • CONTANNENT DEWCES 20 LBS). ROUND ROCK IS RECOMMENDED. OR B) ATTACH HULL BE PROVED AND AREAS SHALL BE COVERED E NECESSARY.
WITH 16 GAUGE TIE-WRE. CUT WRE TO 18° LENGTH. AT
EACH CORNER OF CO, FEED ONE END OF WRE DOWN INLET PROTECION IS RECURED ALONG WTH OTHER POLLUTON PREVENTION WEASURES SUCH 3 DESICALATE CA-SITE VEHICLE AND EQUIPVENT MAINTEHANCE AREAS, AMAY FROW STORM DRAN HROUGH CG, AROUND GRATE BAR, AND BACK UP THRU AS: EROGON CONTROL, SOL STABLIZATION, AND MEASURES TO PREVENT TRACKING ONTO INLETS AND WATERCOURSES.
ABOVE GROUND WiS! WRES SEVERAL TIMES. PARD SUN HOS
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INCLUDE INLET PROTECTION VEASURES AT HISEE V-ETCHES AND SC. DRAMALE SHALES. 5. LEGALLY DISPOSE OF USED ORS, FLUDS, AND LUBRICANTS.
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(MAX) ACOTCHAL GRAVEL BAG SEGMENT TRAPS, WAY BE REGURED TO CONTROL SEDIMENT DISCHARGE A RETDR ALSO TO BUP NS-8 AND NS-10 PER CUPRINT CASON CONSIMUCTION END HANDOCK.
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SHALL BE SURRUJALED MIR PROICCINE BORS
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STRUCTIONS, ABOUT 1200 SO. FT. OF PONDING AREA SHALL BE PROVED FOR EVERY ACRE
WATERLS SHOULD BE STORED ON PALLETS AND SHOULD NOT BE ALLOWED TO NOCULLATE ON THE MORE DAYS AND BEFORE A RAN EVENT POSSBLE, TO PROMDE PERCENT NEWST NES NOT CONTAN MORE THAN 50 SAKING NEHORS SHOULD BE COVERED DURING MEN-MORYNG DAYS AND PRIOR 10 HOING THE FEE NO CURN RAN OR WRO EVENTS.
OVERLAP CR 8ST APART.
ENFLOYEES AND SUBCONTRACTORS SHALL BE TRAMED ON PROFER WATERIAL DELMERY AND STORNE ENTURA RCE
2. ALTERNATE STAKE METHOD: 43 OR 84 REBAR J-HOOK 8. DO NOT PLACE IN LIVE STREAM OR INTERMTTENTLY FLONNG CHAMELS.
MININUM 18° LONG. USE GALVANIZED MRE OR ZIP TES TO
TE SEGMENTS TO J-HOCK. 7. WHEN STANDARD FLTER FABRIC IS USED, A WRE WESH SUPPORT FENCE SHALL BE FASTENED E CONCRETE WASTE MANAGEMENT SECURRY TO THE UPSLOPE 9DE OF THE POSTS USING HEAVY-CUTY WRE STAPLES AT LEAST 1 INCH LONG, TIE WRES OR HOG RINGS N: CONSETE MASHUT SHAL BE A ROLL OFF BN MTH A UD.
8. REFER ALSO TO EMP SE-1 PER CURRENT CASON ONSTRUCTION EMP HANDBOCK.
HERE SOME NEMO. - 18° C STAB RED CONSTRUCTION ENTRANCE PUST ROM HE IN TROUND EL ROL OFF AND IN FRENT TO PREVENT AN * OSES NO MUSE CONCRETE SHAL NOT BE MISED INTO ME SIRET OF INTO A DENMACE
SEDMENT TRAPPING DEVICE
GATED STED PANELS
ADOREGATE AND • SUE RED CENT ARE AS OUTING SUL BE VICUED OR CONTANED.
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DO POEMENE SHETN
EXSTING PAVED ROADWAY TO ACCURATE ANTIPATIO TRAFFIC F VEHICLE/ECUPMENT FUELNG
WHICHEVER IS GREATER TRAFFIC ENGINEER DATE
811 APP'D DATE
RESORRENT OF REVIEWED:
NARTMENT Of PIRI MIDOK
CITY OF CAMARILLO
ENED OSNTANWENT Know what's below.
Call before you dig. NIOETAP DATE CPD-248
NOTES: EROSION CONTROL DETAILS
STORMWATER PROGRAM MAMAGER DATE SWPCP NO. 2021-10
N. CUT TRENCH 2° TO 4ª WDE, 3ª TO A DEEP.
EE WASHED DOWN BY RAN OR OTHER MEANS INTO SHE STOR CRAN SYSTEM Rus KEVICHD:
2. INSTALL IN SLOT AGAINST DOWNSTREAM SIDE OF TRENCH WALL, BACKFILL THE APPROVED Bree SHALL BE ON
3. OVERLAP SEGMENTS BY AT LEAST 3*. INSTALL STAKES ON DOWNSTREAM SIDE OF WATER SUPERINTENDENT DATE
SOLAR EVEN ANE MINE CAT ONE RENES AS NEED TO DATE
1. USE 1° DRY WALL SCREWS: 2 OR 3 PLACES. OR ALTERNATELY 16 GAUGE NE-WRI C86771 R 8° BLACK UV RATED STAPLE CABLE TES (ZP TIES) TO TE SEGMENTS TOGETHER EXP. 3/31/23/1 WATER RECTANATION SUPERINTEMDENT DATE
5. SEE SPECIFICATION SHEET IN APPENDIX H IN THE SAPPP.
3/31/23 PUBLIC WORKS WAINTEMANCE SUPERINTENDENT DATE SHEET 4B oF 16 STRIPING AND SIGNAGE NOTES:
• PING T 1 2 0. 12 OR ME OR WITH INTERIOR
2 CAT IT SO CAL 2 0 EE PAINT STOP" NORDING,
SAINT TRAFFIC ARROW FER PLAN AND 5120 PER CETAIL 2 ON SHEET 11.
EN DEAT SHEE ITAL, BICADE, AND ACCESS ABLE BTAIPINA
PER SEPARATE BULIDING PLANS:
PARCEL 1 SUMMARY:
PARCEL 1 AREA: 59,814,76 SF 10,691 AC)
FLOOR AREA: 7,973 8F
RECURED PARKING
TOTAL RECURED PARING 24 STALLS
PROMDED PARKING 34 BIALLS
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CAMARILLO PER EO FU 53
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678.72 NOO4436°E - 18822 NOE TRATIC ENGINEER DATE
T370SN2C0 811 DESCRIPTION APP'D DATE
90%11 REVIEWED:
BLIC WORL
FICHT OF MAY
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Call before vou dia DIRECTOR, COMMUNITY DEVELOPMENT DATE CPD-24 OVERLAND ROAD REVIEWED: MERICA'S TIRE CAMARILL
908.95' N0044'36"E
HORIZONTAL CONTROL PLAN
CRAY TO SONAY STORMWATER PROGRAM MANAGER DATE
HAN CHECY CONSULTAN
REVIEWED: ORN BY: JHR PES BY: CON ICKD BY: RAK
APPROVED:
- WATER SUPERINTENDENT DATE
DATE
CRATE
EXP. 3/31/25 WATER RECLAHATION SUPERINTENDENT DATE
RECOHMENDED BY:
18O
I AM ENGINEER EXPIRES: 3/31/25 PUBLIC WORKS MAINTEMAMCE SUPERINTENDENT DATE PG. I SHEET 6 OF 151 0-8000 BMP SIZING SUMMARY (DMA 21) NAGRAU RGUeS
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CUT/FILL ESTIMATE OF EARTHWORK ENY CETY C N EE R UE TE CLA EL A 12 606 sq. ft. SAVY OUTY CINCRETE PAVELENT GRO DVER 60* CA98 ELAB ON1 CowwIsn 1310 CF
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0.13 AC ASTRUCT TYPEA•2 CONSETE CURR AND GUTTER PER CITY OF CAWRILU CONTRACTOR TO REFER TO APFRONED GEOTECHNCAL REPORT FOR EARTHICRY, REGUREVENTS) 0.72 SQDV (TIMES 1.5 FOR BIOFILTRATION) = 342 CF ONGTRUCT TYPE A-1 CONORETE CURB PER CITY OF CAJARILLO PLATE NO
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TOTAL VOLUME PROVIDED =
VoU L CK KCUKeU 1,030 CR EDSTNG ARVENLY IO BEWAN ORETENTION ENP, SEE DETAIL ? CN SHEET 11.
THE VOLUME REQUIRED IS 1.50 TIMES GREATER THAN THE SQOV AND ANDOCAPE AREA PER SEPARATE LANDSCAPE PLANS.
THE VOLUME PROVIDED IS GREATER THAN THE VOLUME REQUIRED. AS SUCH THE PROJECT SATISFIES THE REQUIREMENTS OF THE VENTURA STRUCT COVERED TRASH ENCLOSURE FER CITY STO 3-1A PLANS AND CUuk ceNt GUBANC SANURLPOKS UK NACK CURl
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24.12 ES-MATE (2.30) BIOPILTRATICN DASIN MITH UNDERDAAIN (BIC-1) ]MILL AND OVERLAY LIMITE (NO EXACEED SUBORACE)
LEGEND:
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88.30 eSEE LAIH
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85.43 AS. DATCH -002 REPORT. FINAL PAD ELEVATION SHALL BE (88.35) IC MATCH AMERICA 30. 12 FL-MATOH COORDINATED WITH STRUCTURAL BUILDING PLANS Y86.35) FS MATOH
ANN THS APOROVSN CSOTSCHNICA esPORTI GRAPHIC SCALE
PROJECT BOBE ENDOT RASN MUH AM N.I- TIRE 2. *GEOGRID REINFORCED FILL EXTENDED 5' BEYOND UNDERSBAN (CUA LASeN TO ar G
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VOLIDE PRONSED - 574
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LEAG FO-MATCH TRAPTIC EMGMEER DATE
811 REY. DESCRIPTIOM APP'D DATE
REVIEWED: DEPARTMENT OF PUBLIC WORKS
CITY OF CAMARILLO
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376.72 N00-4367 188,79 NO04906T Call before vou dia DRECTOR. CONWUNITY DEVELOPHENT DATE CPD-248
AMERICA'S TIRE CAMARILLO
•S MITEN COTS CE RA SNT GRADING PLAN
STORNWATER PROGRAM MANAGER DATE
HUAM CHICK CONKULTI
REVIEWED: DRN BY: JHR DES BY: CJM CK'O BY: RANK
908.95 N00'44 36*E OVERLAND ROAD
TORE TRIA O SIENLK
WATER SUPERINTENDENT DATE
DATE
RATka raSmith CA FaISAZE
EXP. 3/31/25 WATER RECLAMATIOH SUPERNTEMDENT DATE
TRO
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• INSTALL BENER CLEANCUT PER CITY OF CAMARILLO CANITARY DISTRICT PECTFICATICN AD STOR PLATE 100
INSTALL PUC SOR BEND/AYE PER NANUFACTURER SPECIFICATIONS.
SEPARATCA PER STO. PLATE 26. VENT LINES PER SEPARATE
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SENER MANHOLE PER
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• INSTALL 1• IRRIGATION WATER METER AND METER BOX WITH KNOCKOUT PER > SAN O 2.00%( CONSTANT ORDICT SANTO PLANE PEACET OF CANARIES CITY OF CARILLO WATER OIVISION STANDARD DING. NO. 1-11.
OVERLAND ROAD
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PIRE PUR A FEVE
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LD-550
AMERICA'S
TIRE
WALLO PER 60 PM :
7,373 SF
OC FF-89.10
REVIEWED:
•GRAPHIC SCALE 811 TRAFFIC ENGINEER DATE
REV. I DESCRIPTION APP'D DATE
REVIEWED:
CITOE CAMARILLO
Know what's below.
Call before you dig. DIRECTOR. CONNUNITY DEVELOPWENT DATE CPD-248
AMERICAS TIRE CAMARILLO
WATER AND SEWER PLAN
SA 8 =8C STORNWATER PROGRAM MANAGER DATE
PHAN CHECK CONGLITAN
REVIEWED: ORN BY: JHR DES BY: CAN ICK'D BY: RNK
APPROVED:
OVERLAND ROAD WATER SUPERINTENDENT DATE
PASPOSSAY DATE
CRATE
- EXP. 3/31/25/0 WATER RECLAMATION SUPERINTEMDENT DATE
ACE: C86, CAL ENGINEER XPIRES: 3/31/25 PUBLIC WORKS MAIHTENANCE SUPERINTENDENT DATE SHEET 7 or 15
STATE SE NOTES SA
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NOTES NOTES:
TRENCH NOTH 2 THE LIPER UNT OF THE PPE TONE SULL DE NITHN THE FOLLOWNO UMTS
2. SE 35 MATERAL AT A MINOW OR 397 OF MACULM DENOTY.
• CRUSHED ROCK PER $SPRC 308.121 BELOME.
4. IN DISTING PRID NEA, TRENCH ZONE AND STREET SECTION SILL PER STD. PLATE 23. •RIVENE $ NUNCIA RES TENSI ZONE DAELL SHILL DE NATE CR APORT MULOCO A BOT MOLATAE IN ERETN PAD AREA, TRENCH ZONE AND STRSET SOCION PER STD. MATE 23. • CONTEN ZONE BACHE SRL BE MATE DE APORE FACEO AT S2N SELATAE
7. SECURE MIRE TE PREVENT FLOTATION PER CAMALLO SANDARY DISTRICT ROMNESONTATVE 7. SENE PRE TO PARENT FICCATON PER CAMMELLO BANTARY MOTRIOT ESPRESENTATT PLAN
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TRAFFIC ENGINEER DATE
811 REV. I DESCRIPTION APPO DATE
REVIEWED:
CITY OF CAMARILLO
Know what's below
Call before you dig DIRECTOR, COMMUNITY DEVELOPMENT DATE PD-24 REVIEWED: MERICA'S TIRE CAMARILI
SEWER DETAILS
STORHWATER PROGRAM MANAGER DATE
LAN CHECK CONSULTAN
REVIEWED: ORN BY: JHR PES BY: CON CKO BY: RAK
APPROVED:
- WATER SUPERINTENDENT DATE
DATE
C86771 PREPARE TraSmith
EXP. 3/31/25 WATER RECLAMATION SUPERINTENDENT DATE
RECOHMENDED BY:
IBO
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811 REV. I DESCRIPTION APP'D DATE
DOURLS CHECK DETICTOR ASSOVRLY REVIEWED:
00960 99099 CITY OF CAMARIILO
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Call before you dig CRECTOR, COMMUNITY DEVELOPMENT DATE CPD-24.
DOS AMNAIRE AMT REVIEWED: MERICA'S TIRE CAMARILL
STRANTR (RIG X AR) fOPTCAN
PIPE SUPRORT
WATER DETAILS
STORMWATER PROGRAM MANAGER DATE
JULY 2005 TWG NO RAN CHECK CONELLTAN
PERUC NOADEOT TYPICAL FIRE LINE WITH REVIEMED: BRN BY: JHR PES BY: CIN CKD BY: RMK W-26 wupw
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BACKFLOW PREVENTION
Hali Take ASSEMBLY (DCDA) - WATER SUPERINTENDENT DATE
ент 1 го
DATE
C86771 rasmith e
, EXP. 3/31/25 0 WATER RECLAHATION SUPERINTENDENT DATE
RECOHMENDED BY:
IBO
REE TE CAR ENGINEER EXPIRES: 3/31/25 PUBLIC WORKS MAINTEMAMCE SUPERINTENDENT DATE SHEET 9 OF 15 PG. C-1 BotO
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UBSTCAU CRAN PIPE FOR BUILDING ROOF GRAIN ORNECTION AD CAPI
BIO CLEAN FULL CAPTURE FILTER WITH TROUGH SYSTEM
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ONT
INSTALL 8* PERFORATED UNDERDRAIN PIFE PER DETAIL 7 ON SHEET 11.
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RAN TRENCHING LNT SANTARY SEVER EASONENT
12- 3 79.75 - 500
REVIEWED:
CASING PASSEL INC.
0112- 3 79.751
811 TRATIC ENGINEER DATE
DESCRIPTION APP*D DATE
T Or 30 1807 REVIEWED:
CITY OF CAMARILLO
ANECTIONA
Know what's below. DIRECTOR, COMMUNITY DEVELOPMENT
Call before you dig. DATE CPD-242
REVIEWED: AMERICAS TIRE CAMARILLO
BIGHT CE WAY BIHT CE MAY STORM DRAIN PLAN
STORNWATER PROGRAM NAMAGER DATE
RAN CHECK CONSTANT DANI REVIEWED: ORN BY: JHR DES BY: CAN CK'D BY: RMK APPROVED:
OVERLAND ROAD - WATER SUPERINTENDENT DATE
PAPOSAY DATE
CRATE
- EXP. 3/31/25/0 raSmith E WATER RECLAHATION SUPERINTENDENT DATE RECOMHENDED BY:
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1-1 AC MATE VEL AND CREAT MANTAN DESTIN; CRAGE UNLESS OTHERMISE SHORN ON PLANS.
SAVE SPATHCEA
BIORE TENTION BMP DETAIL
AC. PAVEMENT REMOVAL AND REPLACEMENT GENERAL NOTE:
SECTION A-A THAN 48 TRAMIC ENGMEER DATE
LOPE VARE 811
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PASTING RASC AMERICA'S TIRE CAMARILLO
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SECTION B-B SECTION C-C SECTION D-D STORNWATER PROGRAM MANAGER DATE DETAILS
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REVIENED:
TRAFFIC ENGINEER DATE
DESCRIPTION APP'D DATE
REVIEWED:
CITY OF CAMARILLO
DIRECTOR, COMMUNITY DEYELOPMENT DATE CPD-24
REVIEWED: IMERICAS TIRE CAMARILLO
STORMWATER PROGRAM MANAGER HANDRAIL UNLET DE TANS STORM DATE
PLAN CHECK CONSULTANT
REVIEWED: OR BY: HR PES BY: CUM CKD BY: ANK
APPROVED:
- WATER SUPERINTENDENT DATE
DATE
C86771 "raSmith E
- EXP. 3/31/25/0 WATER RECLAMATION SUPERINTENDENT DATE
REcoMMENDED BY:
SANDBAG BARRIER DETAIL TBO
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TRAFIC ENGINEER DATE
4+00 DESCRIPTOM APP'D DATE
REVIEWED:
CITY OF CAMARILLO
LESON NE CRUZEOR
DIRECTOR. COMMUNITY DEVELOPMENT DATE CPD-248
EX. 8" PVC*SEWER PER C- REVIEWED: AMERICAS TIRE CAMARILLO
STREET RUAND MONT PLAM
STORNWATER PROGRAM MANAGER DATE
PLAN CHECK COMSULTANT REVIEWED: ORN BY: AMC DES IT: ]ско BY: вык APPROVED:
WATER SUPERINTENDENT DATE
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WATER RECLAMATION SUPTHTEMDENT DATE
RECOWMENDED BY:
PROA. HUMBER 3190274
PUBLIC WORKS MAIMTEHAMCE SUPERINTENDENT DATE
2/15/2012