GENERAL NOTES ENGINEERED GRADING INSPECTION CERTIFICATE OR ADORESS MUSICALLE QUETZAL CAMELLO, CAS012 APS 21 AACSON LOT 2, LOVESTAL
DENIER CALLE DO ERO INVESTMENTS LLO
TANT PORN DA CONSTRUCTICN ROUGH GRADING CERTIFICATION
AL BEST ADES, AND SPECIAL ME COUNTRE TONE TEST DATA PEOCMVENODD ALLOMARLE
MARES ERE COME AD TOMOR ORGANE MATERIES OR EXPLATURES
11. BAS L OR TREATMENT OF ANY DUSTNO UNDEROROUNO STRUCTURES
ROPRENCE GRAMNO NIMICRS
NONTER DATE.
FINAL GRADING CERTIFICATION AMARA WATER CAST 0033014
HE RACE SMALL SO CARAVED EER MED от sMte STANTON PRATO MISTR
VROGA WATER CASTRIT SID WAI
MROSA VIATER CESTRI:T S10%
(SCRATUE) SO: DATE.
RORA WATER CASTRIST HIDA:
GRADING CONTRACTOR CERTIFICATION
A IE SQL COMES FROM/RE GOES TO ASTE WIN THE QTY LITS OF CAKABLLA SUBMT: BY GRADING CONTRACTOR CAMARLO SATARY CATECT STO PLATE 12
CAMARIO SATASY ALTERAT STO BLATE NI
a I SAL COMES FROW/DE DOES TO A SUIT CUTOR THE ATY IMITS CE CAMARLA SUBALTI GRACINO CONTRACTOR INDEX OF DRAWNGS
NE DESCROPMON DRAMANG NO NE
SMUGNONE, MC MICE MAY CAN C CANNA MAS NOT DONE ON ALCOHO CAR CONTE a BLADE CIST. SAME:
GEOTECHNICAL REPORT
21. POOR TO PROJECT APPROVAL, THE DEVELOPER SALL OBTAN THE FOLLOWING PERMITS (E APPUCARLE CRETE TREMENT NEATENDON FRASEUTY, PACROSED NOUSTRAL EURONG AND PABOND LOT, DATED 1/2/28 BY AUTUMES UNDERGROUND PERMITS ("° DENOTES FRANCHISE UTUTY) • SOUTHER CALFORNEA GAS CO. POST NO. HA. GOTCHICA EVALUAION UPDATE, PASPOSCO ROUSTRAL OLEGNO NO PAINO LOT. DATED 8/28/26 BY GROTOX • SOUTHEDI CALIFCANEA EDISON PERMIT NO. SLA.
• TIPHONE COMPANY PFRUIT NO. NS CONSULTANTS PLAN CHECK CORSLA, TANT
WILLDAN
a EURONG AND SWETY PERMIT NO. .
K.C. AOLOS DEPT. POKMT NO. 1IL
CALTRANS PORST NO MA. AAPD DATE PREPARED BY:
P. SOUTHERN PAGINE RALROAD PERUIT NO. NA
22 CONDASISENSMAGRATACT ME DAR TELER A 1-800-422-413S FOR LOCATING NONEERING GEOLOGY REPORTS: 1111821 Ra1.0122231,380324
ABS ARE OF S OR CARATER IN DEPTH, REARS A CAL-OR PERT. Kimley» Hom
CAL-COMA PIXMT NO SA
24. QUANTER CRAME PROVENER PANS
- CUBIC YARDS CUERC YARDS
SPORT. CUBIC YAROS • CUBIC YAROS I CHONY.
DISPOSAL STE GP. NO. _ SOURCE SITE G.P. NO. TESLA CAMARILLO E.P.. CITY OF CAMARILLO
CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 (TWO) LNITS HARZONTAL TO 1 (ONE) UNIT VERTICAL. REPARED BY APPROVED CITY OF CAMARLLO BENCHMARK DATA: LENTARA COLEY RECHMARK 1221 PM LAKE EVENINSA COUNTY. CALLE QUETZAL ELEVATION 133.712 FT (3Q341 METERS) (DATUM: NAVD 1331): YEAR CE ADJUSTIENT:
DATE
09/30/2023
DESIGN ENGINEER'S NOTES WATER NOTES - CAMROSA WATER DISTRICT STORM DRAIN NOTES TOPOGRAPHY NOTES
2. DEWES NECESSARY FOR PURE SAN ITS SIGNS, BMARICADES, FLAGWEN OR OTHER
THE ONE USE EXTREME CAUTON WHEN EXPONG EXISTING UTUTY
* ANTRACTE TO ERSTING UTAMES MLL BE THE SOLE RESPONSBLITY OF THE • SEES AND CONTRE TO ENSLE TO PROTECT ONE STRO UNDERORCIAD & AN ATIMPT HAS BEN MADE TO SHOW MIL STING STRUCTURES, UTTER DRES B. ACCESTANE NO HIRE CEANED OF ALL SAND AND DEBRIS PRIOR TO
2. STORM DRAMA SYSTIN WILL BE PRUVATELY CANED AND MANTANED. 1° MATROS AND PRIATE SAL BE I ACCRANCE METE DEE OTT OF CANARCLO
15. DEVELOPER DIALL PROVOE A CENTED COST ESTATE OF THE BATER AND/OR SERER FACEUTY
SANITARY SEWER NOTES
17. DE DANIA OF RECORD SHALL PLANE TO THE GISTRCT A MILAR AS-BULT POOR TO TRUL * * LE SUL BE STALED RESU DIE DESTINA TAGUES UPSTREAM TO DEE DO
POTABLE WATER NOTES - CAMROSA WATER DISTRICT
1*. TER PACTS AND SLA CONGRATE ALL ONE MIR IT COMPAN NONSEN ADAGENT TO AROVE GE BELON ' NO SEE ARE IT NOT SEES DARE A OR ANY BYE ME START GE CONSTRUCTION PIPES SHALL BE MAIM CLASS 200 PRESSURE PIRE PROVED, HOWEVER, THAT CLASS 150 7. OSTRICT STANDARDS NO SECRETON ACRONE MITH THE CANARLIO SANTARY
THE O RESTOR POU SAINTS, SONS, BASSCHOES, FACHEN R OTHER EVIEWED:
RECTOR CI COMMANTY DAVELOPMENTA
EVERED:
7. THE CONTRACTOR SHALL TAKE NLL NECESSARY STDPS TO PROTECT THE PROJECT PROPERTY FROM ANY EROSION AND • ALL BATTE MAN AND AS MORANT ALRE-CUT PRE SHALL HAVE A UNMAN COVE OF 3E VALESS DESCRITICH
EVEN ARE CONTA ASSET BATE PUBUIC WORKS
CITY OF CAMARILLO
Kimley» Horn IPD-413
BEVERLD:
GENERAI NOTEC
MERAS BITERST CAN BY: Des BY: Too m
APPROVED:
DUTY DIRECTOR, ENICANDAL/FORMATER DATE
KATER SUPLRANTENDEHT
ATTA AECLAMANON SUPEAKIDEENTE
3730/2023
GENERAL CONSTRUCTION NOTES EROSION CONTROL NOTES PAVING, GRADING AND DRAINAGE NOTES WATER AND SEWER UTILITY NOTES THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATON I HONO, UNLESS SHORN OTHEREISE. 5 ALONE THE ASCE PECT SITE SHALL BE COVERED WITH ROCK UALESS INDICATED * AN ONE AND CONSTRUCTED IN ACCORDANCE WE THE A
* RECENTE COUPER LEARNS TO THE MANANA EATNT PRACTICAL CR AS
6. BATER FOR FRE FIGHTINO SHALL BE AVALAERE FOR USE PRICR TO COMEUSTELES ENG BROUGHT ON SITE. " IN GONE I REND PER TO CONSTRUCTANING ALL REQURED CONSTRUCTIM PERMITS 10 ENTRATER IS TO CORE TO TRE ONE ATE DESER RESEAT. • UNOR TO BE FILL SEE BE A STATE E CUTES PRESSIRL LAND SURETOR 12 ACBUCENSTY TESTS SHALL BE TAKEN AT INTERVALS IN ACOCRDANCE WITH THE LOCAL RISCICTONUL 2 ASS NO MARES PRESENTED ON THE PLAN SUALL BE
1 AL GUT OR FRA SLOPES SHALL BE • (OZONTAL) : (NERTICAL OR FLATIOR UALESS OTHERMSE
AND TO SA SEEMED SON AS POSSES ONTO ROMATS
1R. DUCE RING MELOTES NO ENSE CONDITION DUNG DIE GRAING PHASE TO * RENDATION SHA MISTALL ALL UNDERSECUND STORA WATER PRING PER MANUFACTURE'S
BELATEE
MAINTENANCE
EVIEWED:
DEMOLITION NOTES 1. HE OPTER A HALL BE REPARED OR REPLACED I THEY SHOW *. CONTRACTOR ALECAL MAN ERS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE
DESCRITICH
VE SEE, CAT HERES BATE PUBUIC WORKS
CITY OF CAMARILLO
Kimley» Horn IPD-413
BAYE
GENERAL NOTES
& CONTRACTOR SHALL ADJUST GRADE OF ANY DOSTING UNLITES TO REMAN. 7. ALL MANTENANCE OPERATIONS SHALL DE DONE IN A IMILY MANNER. DAN BY: DES BY:
APPROVEDI
PROJECT CLOSEOUT RECORD DRAWINGS
KATER SUPCRANTENDEHT
MOL. MADE
ATTA AECLAMANON SUPEAKIDEENTE
7872023
BUILDING AND SAFETY DIVISION NOTES EROSION CONTROL GENERAL NOTES - FUST 015E, COMPACTED TO NOT LESS THAN SOTE OF WAKMAN CENSTY AS DETERNNED BY AS.TN. SOL CORPACTION * SUSAN OF ANAS BE REPETED NO APANOND EN THE BOLS HONE SOES AND INSTALLANON OF 1 THE LOCAL SARCP /SITO SUAL INGLE ALL RELATIO RIQURMITS DECINCO DI PART AS CF
LITAR DIE NO ANDEO TO RITECT DUMANO COTONS PRURUT DE COMESE OF
E FINESH GRADANO MIL DE COMPLETED AND MITROVED BEFORE OCCUPANCY OF BUELDINGS KIN COLO DATE, AY ACOTARLA UPDATES RECUESTED BY ACENCY REPRESINTARMES NES TO • SEE GRAONO PLANS FER CARDIBCRY VOLLATE
& ALL SLOPES SHALL NOT BE STEEPER THAN 2.1.
9 STORATER CESCHARCES ARE PACHISTED PECA DNTENS ANY STORN GRUAN SISTEM AND/CR ". U EROS AT ACUCH ORACIO MEL HAVE A MAMAN SICOR CE 1 * TOMARES THE STREET CA CESCHEO GRAMASE
12. CHANCER MUST SET GRASE STAKES TOR ALL GRABUACE DEMOES AND ORTAN ASPECTON BEFORE POURNO.|
LA ALLS SHALL BE BENCHED IN ACORDANCE MITH ASTROVED GEOTECHNICAL REPORT A. SUBORAN OUTLETS DULL BE COMPLETID AT HE BCONNINO OF DE SUBORAN CONSTRUCTION ' DECE SE TRAE NO SEA PRO EL BE ENCATED CA AL ERES ACIONA
17. DE EXACT LOCASON OF DE SUCRANS SHALL DE SURVETED DE INE AELO ICR UNE ANO CRADE. 12 SEOMETR ES RIGICES SHAL EFECTILY PRENDET A NET NOREASE OF SEGNOVT LORD N '' ASIR DE AR Y TONO DE DE CONOCO OF COETATON MUST BE STARUZCO 30 AS TO LOMANED PRACTES MEL BE RECURED CH AL CCRSTRUCTEN STES ON HELLSOES OF 30K CR
TOPE A CE DE VOTURA COUNTY MANOPAL STORMATTR
22. OUST SHALL DE CONTROLLED BY MATERNO
2A SANTARY FACUTES SUALL OC MANTANICO ON THE STE.
24. DE LOCATION ANO PROTECTOR OR ALL UTLTES ARE DHE RESPCNOBUTY OF DIE CONTRACTOR 25 EL 90 A DARL FELATE CARACTER LO O PALES ERES NEMO Y ESOS ANTI COMPACTEO
21. THE DISCRETO dE AE RELO ENENES TO REDUCE EROSION DAKASE WTHIN THE SITE IS LETT TO 22 DESLUT PER APA RE INSPIR MACE INCPERABLE BETMEEN OCTOBER 1 AND APRE 15 EVEMED:
ES THE UNDDRSCNED GANER MLL SUPERNSE EROSION CONTRE BORX EL AOCORGANCE BITH THE
PARON PLANE DATE
REFERENCE: DESCRITICH
VE SERA, CATE PESES BATE PUBUC WORKS
MECALACO BY: CITY OF CAMARILLO
ATENER TORNO DE CESARES ASSOCATED MI HOUSTRAL Kimley» Hor IPD-413 BAYE
GENERAL NOTES
DAN BY: DES BY: Exo mi
APPROVEDI
DUTY DIRECTOR, ENICADAL/BFORMATDR DATE
RATER SUPCRNTENDENT
уна млесе
BATIA AECLAMANON SUPEAKIDEENT !
3730/2023
EXHIBIT 8
heat naper must te placed as required ty prect improvement plans befcre The lot must be cartfied as gectechnically suitabie for its intended use.
Demite a sets an apre by tiny egement must be groves and epare gongy with the kong contina before he Cly kaves the gradno perme. 19. Yoba County Berchmark No. 59-1 may be used as dous in conjunden with fis Al cess must be grades in such a mare that there ail be no untries All onsite storm drains wil be private.
Al ssor drain facilties must be designed 10 convey the O50 storm runot.
Thes and pring lorerug out resulters at appropriate locates within the drive
BADINO AND OBAINAGE
All grading must conform to CMC Chapter 18.04. (OS)
•Scoe post conditos Bet may restret a contes vice.
The road ocestucson (carecul petcy of the Cly wit apply. (CS) * Tengiantrust design and corevct the wiges thrushout the develament h the Page: Page 4
Rome on i percent and a marner ascepted so fee y tag rime con to Cop a manor coat to the ay erghemium of 1 percent
TORMWATER QUALITY
REVIEWED:
PLAN CHECK CONSULTANT
DESCRSPTION
DEPARTMENT OF PUBLIC WORKS
CITY OF CAMARILLO
Kimley» Horn IPD-413
WATCHE
REVIEWEDe
31. Arento man stipe an an a de is pride in the altems contaction CONDITIONS OF APPROVAL MATT
APPROVED:
0413 ted P0419811 Hore Price All rage 5 DEPUTY DIRECTOR, MROMMONTAL/STORAMATOR DATE DATE
WATER SUPERINTEMDEWT EE COMMENDED EM
SPEC, MABER
WATER RECLAUATICN SUPPTANTEMDENT DATE F.B.
7750/3023
provide a program for the conster with is regiment arise to ince of a ing WATER AND FIRE PROTECTION tales befcre strudurl framing as recommended by Fe
conforms asid Mrimum Stendards:
LANITARY
By a Vertra Courte Degates l En romena Hat: (sas devices as repured UTILES
.. Aeria tre any see a ples property ions at as eat to acad
4. Nircontining cordensane fons shall not discharge to the serm drain system it ar Assume 85% of insor massr us goes to semer (ols any industrial mastes asse). pate in ascensence with the sproved fans vaing be Cly of Camari antister
45. All property areas mut be maintained free of itorisetris. miling see so see a pena permit fe spare must verty locatin de te That Has Me CAN BA 1850400, Elems o1 PA 4, Prusa te
%. Are to the ay a am scapest to taco resus, paky or conation muse be
0. Tumi agreemes, ssumes, are cament e rest entere d
ESCELLANEOUS
The development is subject so The subtivision resurements of CMC Tite 18. !
REVIEWED:
PLAN CHECK CONSULTANT
DESCRSPTION
DEPARTMENT OF PUBLIC WORKS
* Dour bum dressed merit at ary fire during the crespect e wore such work completes at the apsicant's asperse. CITY OF CAMARILLO Kimley» Horn IPD-413
WATCHE
REVIEWEDe
CONDITIONS OF APPROVAL
MATT
APPROVED:
DEPUTY DIRECTOR, MROMMONTAL/STORAMATOR DATE DATE
WATER SUPERINTEMDEWT EE COMMENDED EM
SPEC, MABER
WATER RECLAUATICN SUPPTANTEMDENT DATE F.B.
149. No enterior acoess lsders of any kind to the rocf are seemites. 150. The Replicart must nobly the Community Devispment Director of any rarefer of the use 164. That all automote repair work must be conducted inside the tulding.
SECURITY REQUREMENTS
139 To aspired the Cores Developmore reco, a cogn ad of witte deign. 165 Al presumes a Get ate rot come in constrat the prolect rust have he Decertment of Commely Deselement
The rid d mum i he recessary documents or coraline that are regised to tel Development Director or designee price 1s souance of a zoring dearance The amiact muit comtie with the recuremints ef the Linted Manufacturino 2ce
17. A gras and durepous mut be conced to be rigated ito the design of the 161. At coite strage must comply wen the strage sunders of the Unted Marutatio PO-413 and IPD-413M/1L Hotnan Plarring Associates - 08/20/24 Page 19 PD 413 and D4131/11, Hornan Pamico Associats - 082024 Page 20 20-453 and 100-413M/1) Homan Piomino Associates - 01/2524 REMENED:
PLAM CHECK CONSULTAHT
DESCRSPTION APP'D DATE
PREPARED BY: DEPARTMENT OF PUBLIC WORKS
CITY OF CAMARILLO
Kimley» Horn
WATCHE IPD-413
REVIEWEDe
CONDITIONS OF APPROVAL
LEANE SUPERTERY MATT
aro m
APPROVED:
DEPUTY DIRECTOR, MROMMONTAL/STORAMATOR DATE DATE
WATER SUPERINTEMDEWT EE COMMENDED EM
SPEC, MABER
WATER RECLAUATICN SUPPTANTEMDENT DATE F.B. ENET 1 or 311 7750/3023
APARTMENT CE COMMUNTY DEVTLOPLENT
CONDITIONS OF APPROVAL
PO 413 0 P0 413111 HoleM Plosing Asteeister
Ordinance price 19 occupancy:
RE PROTECTON
WATER (
97. The irrigation meter will incorporate ts oun service lateral (size to be determined) * Tranges materia be red croad no pite raced on ra thy
utices positte vitor, a tectow device will be required to te That a six-inch (8") concrete curt must be provided along the Cale Quetzal and Pancho oad property ines
100. The project must comply with arry applicable Camosa Water District water conservation proved plans and speciatione
113 i londseane clan chock and deosit fees must be otis at the time of submital of londseas
AIR QUALITY
rigion must be provided to seet trees.
10. To are rode Came a Rulel Code 10-4e1% Cement management meres o 118. Al roses are to be cal can per Corsian 82 or apronaldy appared
IANDSCAPNO
be fre byd anty may be requied as destined by the Fire District 119. Tra enda, is greate a pros a cares to espay ine is to ground PO-415 and IPD-412W1) Homas Plapping Associates - 03/0 PO-415 and IPO-1159(1) Hotten Planting Alacciates - 062024 /0-413 and PD-4131411. Hornas Marring Alsoches - 092024 Page 18
RECYCUNA REFUSE
12. Insertine wis ra serve rice ries pie to sping, including ten roes. 120. mona une prent reupany in fusing the programs that it be empeyes ty the
PARKINJACCESS
122 Roasten tre sei apron y the Asia veter Pale say Engrose and Fe Drector of Community Develmert
brn the higher side biteen the street and parking ke area REVIEWED:
12 Mages one compart or as are a earnes it ascend capol PLAN CHECK CONSULTANT 127. The aspicart must provide euticent eaneuvering space to rovide poes to the kating
DESCRSPTION
DEPARTMENT OF PUBLIC WORKS
CITY OF CAMARILLO
Kimley» Horn IPD-413
WATCHE
REVIEWEDe
CONDITIONS OF APPROVAL
MATT
DEN BY
APPROVED:
PD 413 and IPD413M(1), Horman Paming Associates - 09/2024
DEPUTY DIRECTOR, MROMMONTAL/STORAMATOR DATE DATE
WATER SUPERINTEMDEWT EE COMMENDED EM
SPEC, MABER
WATER RECLUATICN SUPTNTEMDENT DATE F.B.
LEGEND
---- PROPERTY UNE
----- CASEVENT UNE
DISTNG CONTOURS
DISTNO FENCE UNE
(18.72)
DESCRPTION LANDATE
PREPARED BY: ONE GIA, CATA POSSES PUBUC WORKS
CITY OF CAMARILL O
Kimley» Hor IPD-413
EXISTING CONDITIONS
BATE
DES BY!
MOPROVED:
FOR REFERENCE ONLY DEPUTY DIRECTOR, WIRCAMDITAL/STORMATOR DATE SURVEY PERFORMED BY PBLA SURVEYING. INC.
ON FEBRUARY 22, 2022 MATER SUPERANTENDENT
PROL. MUNICA
SIRED COLAN 55310835 ATTA RSCLAMANOH SUMAKIDECNE DATE F.
W0 VX
Ix sautr wis Samanam
NO NORI KISS
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VALINO AJINA ONLS JO 3SOASIO A TESL ONY 3ICRSA C
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8970 INUSOG 30 35085I0 17838086 CNY 31O/38 G
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ORRORIS ONDERTA ONISACI 30774-1E-LOZLO 11
TA 700030 8850 3000 4
SSAn L000 0 13L A 30726-L
SSV 100 O NOV13031 CAUSA 30118-16-133084 Z
BATO SMISN3 33778-1-1031084 L
NYIN OL NOSVI3ODA ONISCO
INIT LOY
RINGO
GLaAS
-0:
EROSION CONTROL GENERAL NOTES LEGEND
BOTORE A GRANO PERMER IS, TE CE FORA O POIS A ST ARE CORE CRAT PROPERTY UNE
AE LESS THAN CAE AGRE OUT THE SITE IS PART OF A LARGER COMUCN ARCA CF CEVELCEMINT OR SALE
OVL UVIT OF WORK UNE
FRER ROLLS
PATRIATON ENTRAND
LUNG, SUT NOT UNTEDHAL NOUDE ALL RELATED REGUREVENTS IDENTEED IN PART 45 OF ORDER MO. 2010-0108 • CES MANA TERRA E CANECAS A O ARE TE ATE OU AS ANO DE ACORE ARES RETER TO DE
5. NON-STORMBATER DISCHARGES ARE PROMISTED PROW ENTERING ANY STORM DRAR SYSTEM AND/OR STREET.
6. DESTE ESG NE RENO WATER REGUE A DESCHANGE PERUT PNGM THE STATE OF CAUCHUA RECINA MATER QUALTY
INLET PROTECTION
7. ROMANA NO TE SAO SE STRATOR ISOLARES TO THE MAIS EXTO PRACTICABLE DEGUI DESICN AND
EROSION CONTROL NOTES
8. ALL BUAS ARC RECLIRIO TO BE AIPLEVINTID AND VANTAINEO YEAR-ROUNO.
L SE MATRA DELIVERY AND STCRACE PER DETAR D.
2 STOPSL COLE MALICENOVT, CORITRACTOR TO SET UP
1O DE SE ATA ERA AL DE LE SON FACAS SUL FA SECO DAR CONTANTO MEAS CRACE CORSES E ME-S SANTARY NECA 4) Mu-6, HAZARDOUS WASTE MANAGEMENT.
'. DOPA SONECTORS NO SUME, DUAL DE EDUCATID ON ALL ERUPS QUONA CONCRETE RASTE STORACE NÃO B PIL CONCRETE BUSTE HARIGEMEXT POR DETAL E <6) SE-0, ABDe ROUS, RETER TO DETAL &. SHDET 12
19. ANY LOPE MTH DISTURBED SOLS OR DENUDED OF VEGETATON MUST BE STALIZEO SO AS TO NHEIT EROSICN BY MAO AND • TO DESTA E SENSTRUCTION ENTRANCE /DET: RETER
VENTURA COUNTY MUNICIPAL STORMKATER PERVIT (ORDER NO. 2010-0108) FOR UST OF ENMANCED PRACTICES 10 DE AOSE NO COUEMENT MANTDLANCE PER
11 > 5D-32. TRASH STORAGE AREA
SLOPES LOCATED AT THE SITE PERIMETER MUST DRAM ARAY FROM THE TOP OF SLOPE AT THE
SMP NOTES
A CIRCED BY THE INSPEC MICH MAY REATE A POTENTAL MAZARO TO CRISTE PROPORTY, SUALL BE REMOVED FACH DE SITE" 19 A RETENSE A REATE A POTENTA MAZARO TO CESITE PROPORTY, SALL BE REMOVED FRCH THE SITE 22 OE ASPIRES LY NOT BE ROMOND E MADE INSPERABLE BETAEEN OCTOBER I ANO APSE 1S MTICUT PROE APRONAL OF
23.ALL POST-CONSTRUCTION BUP& MUST REVAN OFTUNE UNTL THE SITE MAS BEDN STARUZED.
28. DE UNATURE AMOR WELL SUPDNSE EROSIN CONTA WORK IN ACERCANCE WITH THE APROVED PLANSI REFERENCE:
BITH NOUS ANTES N TER GUATE ORDER NO 2050-09-3 ASSOCIATED
PLAM CHECK COMSULTANT TRI
APO
SOU CRICIO CONTA MOER
CITY OF CAMARILLO
Kimley»Horn
SEQUENCE OF CONSTRUCTION MAINTENANCE NOTES IPD-413
REVEREDE
EROSION CONTROL PLAN
THE STE ALL
bATE
DEN BY: DES BY:
DEPUTY DIRECTOR, ENVIOMONTAL/FORMATOR DATE
POSTERIO COSTO MATTA RSCLAMANON SUMAKIDEENE
A CATCH BABBUNLET PROTECTION
RECO CAR FOR CRANE INES MTH CRATE AND CURR OPENINGS
NSTALLATICN QUCE.
Unprotected drainage inlet Protect range in
SECTION
NETE AND WATERPSE
BED SUIT 34 52AE3% NO VERSES SO PEAT TRAIN CHO
CONCRETE ANCHORS, MARS AT DE OUTSE SO TR
LET NOTICES BE ROCHOD ACMAD SERENES REST DEAREST
PRER POLLS
WANT NOACOATE SURPLY OF ASCRINT SPR CLAP INTANLEN CEASLATO NO SEE BE ZEBEN TA MAY CE ASSES POORE SERENE CEOVIE $ REFER BOTO BARNS AND NEI PER CURRENT CASA CONSTRUCTEN BAP HANGROX.
D MATERIAL STORAGE AND DELIVERY H EROSION CONTROL
HADOOSENT
SOLENT CLEANER LATERAL SHALL BE ON SEE AND USED NECENTELY BITHE EMENT CE E COHORETE WASTE MANAGEMENT * EARNED ONAL CRTURE AREAS THAT ANE RUCTRE FOR HE CHACE CATS ANE
BARE DATON BRATSER CHUE CROTONINENT BOSOMEN THE GOOSE GEWARAKA WATE * FEEING TE CENTO THE SAND BE OM RCL OFF AND RIFRONT TO FRE ENTAN ASHOT STAMIZED CONSTRUCTION ENTRANCE PENEL TONES END COATE ARCASHAL BE 2 TONSACES, MACHMANST BE MICHORTO DOES ONE THE ENSURICATEN OF CCO FEER SWL BE 1303185 ACRS, THAT *. TOR SEREENEEZCORENSATIONA CONTACT: 0204, NATURAL VISOURCES CONSERVATION SERVE OR VENTURA RIG ОПУСТОВ СІ ОСМАЧИТ ПРИТОРИТ
ASTO DATE
PROMISED In CITY OF CAMARILLO
Kimley»Horn IPD-413
FATE CRANEER
STREET MAINTENANCE EROSION CONTROL DETAILS
DEPUTY DIRECTOR, EVICHMONTAL/FORMATOR DATE
DATE
* SEEN SEE ERE A LOSE NOSH TO CALECT AL RACH MATER SUPERRTENDENT SPEC. NUMBER PROJ. MUMBER
ATTA RSCLAMANOH SUMAKIDECNE
575072023
LEGEND
PROPERTY LNE
BULDING SETBACK UNE
CENTERLINE
CIVL LIVIT OF WORK LINE
LANDSCAPE AREA PER LANDSCAPE PLANS
BETAL OR SHERAL RAVINE PER
OR SEE ASPHALT PAVEMENT BER OETAL I
2 OVERANG
=E OR SAY, CONCRETE PAVEMONT PER CETAL I
VEHICULAR PAVDRS
PARSONG STALL COUNT
1362
DESCRPTION APPO DATE
ROPARED E ONE ACTOR, CATA POSSES DEPMETMENT OF PUBLIC WORKS
CITY OF CAMARILLO
Kimley» Hor IPD-413
ALE QUETZA
HORIZONTAL CONTROL PLAN
DES BY! Taco Br
DEPUTY DIRECTOR, ENVIROMUDITAL/STORMATIR DATE
WATER SUPERANTENDEMT
ATTA RSCLAMANOH SUMAKIDECNE DATE F. SHEzE s3 of i
LEGEND
PROPERTY LNE
BUILDING SETBACK UNE
CENTERLNE
KOIFEDD пон: 231-0-105-00 OVL LIVIT OF WORK LINE
LANDSCAPE AREA PER LANDSCAPE PLANS
SETAL TO SET SENCRETE SCENUX FOR
BETAL OR SHERAL RAVINE PER
1. O OR SAY, CONCRETE PAVEMONT PER CETAL I
VEHICULAR PAVERS
CONSTRUCTION NOTES
BUILDNG TRANSTORVER PDR DUECTICAL PLAN 2B WHEEL STOP PDR DETAL 18, SHEET 27 SONCRETE CURB PER DETAIL 2, SHEET 25. HGHT PER SHEETS 15 TO 18 A MANO RALS PER ARCHITECTURAL PLANS O° CONCRETE CURD PER DETAL A DICET 25 SD A TRANSOMER ACCESS PAD PER SCE STANDARDS ) CURD ANO GUTTER PER DETAL 4, SHEET 25
• STANDARD PARKING STALL ONINSONS PER SHEET 13
VAN ACCESSELE PARKONG STALL, DIVENSION PER SHEET 15 3 SET IT BAND AROUND VEHICULAR PANERS PER DETAIL 17.
URTSY VICLE ONLY PARKNO
LAND USE LATEO LANGACTUANG DEAL 15, SHE 2E CUS WITH A KANBUM HEXCHT CF 4 PER TRASH DOLOSURE PER ARCHTECTURAL PLANS CONCRETE CURB RANP PER SPPIC 111-Ú, CASE D 40 13-0-13.000 10) LANDSCAPE AREA PER LANDSCAPE PLAN PAVEMENT NARKNOS PER DETAIL 22, SHEET 27. 1) EV CAPABLE SPACE
3 START ® SET A DETAI EE SHE ATE USE. PANDMENT MAXINOS PER DETAR 22, 13) STANDARD DUTY CONCRETE SIDEWALK PER DETAIL 1, SHEET 25 1* FENCE PER ARCHITECTURAL PLAN
1 NOCESSARLE RAMP PER DETAL &, SHOET 25
1G PAINT DOUBLE COAT, WHITE 43° STRIPING, SPACED 36° AC. * DEVERLY PER SOPRC 110-2, MPE C
1 GATE PER ARCHITECTURAL PLAN
Ота. VALLEY CUTTER POR DETAL &, SHEET 25
2D 2' OVERHANG
PANT DOUBLE COAT, WITE 45° CROSSMALK SIRFING SPACED 35° QC. 17%26 LORONG ZONE. FOR CODE RETIRENCE CALY. DO NOT PANT. • Do CONCRETE CURB AND GUTTER PER SPPRC 122-3
1 ACCESSILE PARKING SON PER DETAIL 12, SHEET 26
= BOLLARO PER DETAR 9, SHEET 25
* AOCESSIRLE PARKING STRIPING PER ARCHITECTURAL PLANS PER SEPARATE PERVIT
HUNT POST PER AACHTECTURAL AVEVED
2 START * START O-
ОПУСТОВ CL СМАЧИТУ DRETOPI T
CSOMPTION
"ROPARED
CITY OF CAMARILLO
CALLE QUETZA. Kimley» Hor IPD-413
CIVIL CONSTRLICTION PIAN
BATE
REVEVID DES BY: Taco sn
DEPUTY DIRECTOR, EMICANTAL/BORMATERDATE
MATER SUPERNTENDENT
SPEC. NUMBER PROJ. MUMBER
MASTERED CASE ATTA RSCLAMANON SUMANIDECNE
ON 113.25 (5) (3.20 г5) ESTIMATED EARTHWORK QUANTITIES
112,93 79 LEGEND
VL LIVIT OF WORK LINE 1,129 CY
11.72 rs 112.52 ES H227G BULDING SETBACK UNE 200 CY (ALL) 12-
133K 112.58 fO INTERUME
BALDING OVEREXCAVATION
VATOR-
174775T 111375S
YOTING CANTAURS
111.52 FS O
12.98E5 DRACE INSAX
LAND SEA CATTO MANGPACTURNO 112.06 TC STORN DRAN LNE
→→→- FLOW UNE
CABOUT
ENLARGEMENT A NISH FLOOR OLEVATION
TOP OF CuRe
OP OF GRATE ONE SOLS ME BASE IN ESTATES PROMOD BERN
FISH SURFACE
18888783 EXISTING GRADE GEOTECH ENGINEER NOTES
1LADE TC.
RACE
112.04T5- MRECTION OF SLOPE
12007312-
на о 0-0
SET NOTE
191.65 68 ECE ON ON METEN PLAN SHEET 14 FOR.
m.23T9- 1172318
119.03 69
SHEET 16
111.90 rs
11.9815 # rare
111.2973
(111.81rS) 133878 MATCH LINE SEE
71IZSOTS 5
(111.72 rol
MIKES a sore i
(111.33 FS) 112.28FS
[F.F.E=112.30
PAD ELEV = 111.80' RAM CHECK CONSULTATION!
(111.00 TC)
EPUTY DRECTOR, CAPTA CROSCR
ADPARED
CITY OF CAMARILLO
Kimley» Horn IPD-413
GRADING PLAN
ocs Bri ao m
PROVED:
DEPUTY DIRECTOR, ENVIONNENTAL/STORMMATOR DATE
DATE
COLDHOD IN
INE SEE SHEET 17
MATER AECLAMATION SUPERITEMDENT
LEGEND
PROPERTY LNE
OVL UNT OF TORY IN
BUILDINC SETBACK UNE
ENTERI INF
BUILDING OVEREXCAVATION
EASTNO CONTOURS
OUT/ALL LINES
DAE DESAX
STORN DRAN UNC
FLOW UNE
II34 TE
INSHED GRADE
FLOWNE
UP OF CUTTER
TOP OF CURS
111.86 FS. TOP OF CRATE
FISH SURFACE
18338781 EXISTINO ORADE
EASTER MRECTION OF SLOPE
MATCH LINE SEE SHEET 15
11232F5 CANO USE MTO HANUTACTURNG
12.30 TC
1528 ГО
111238
1A00 TC.
F.F.E-112.30
PAD ELEV = 111.80'|| 112.30g3
- 11223ES 1122355
112.30 FS.
112.30/9. (U2204015,
131205 9
DESCRPTION LANDATE
ROPARED BY ONE ACTOR, CATA POSSES PUBUC WORKS
MATCH LINE SEE SHEET 18 CITY OF CAMARILL O
Kimley» Hor IPD-413
GRADING PLAN
BATE
DES BY!
NOTE. MOPROVED:
COESTRTON NOTECTON PLAN SHEET 14 FOR DEPUTY DIRECTOR, WICHADITAL/STORMATOR DATE
WATER SUPERANTENDEMT
more to nil see PROL. MUNICA
SIRED COLAN 55310835 ATTA RSCLAMANOH SUMAKIDECNE DATE F. 575072023
MATCH LINE SEE SHEET 15
PROPERTY LNE
OVL UNT OF TORY LNE
MASTS 13879 BUILDINC SETBACK UNE
12.2255 ENTERI INF
BUILDING OVEREXCAVATION
EASTNO CONTOURS
H879/ OUT/ALL LNES
F.F.E=112.30 DAE DESAX
STORN DRAN UNC
PAD ELEV = 111.80' FLOW UNE
11.70 112.3053
INSHED GRADE
FLOWNE
UP OF CUTTER
TOP OF CURS
TOP OF CRATE
FISH SURFACE
EXISTINO ORADE
MRECTION OF SLOPE
SEE SHEET 18
11.10 TC-
1123259
MATCH
110.25 TCL
WHATS
(104-52 TOL
1002-45 T ritare)
(102,97 TV
((109.62 TC)
CALLE QUETZAL
DESCRPTION LANDATE
ROPARED BY ONE GIA, CATA POSSES PUBUC WORKS
CITY OF CAMARILLO
Kimley» Hor IPD-413
GRADING PLAN
BATE
DES BY!
NOTE. MOPROVED:
CARTON NOTECTON PLAN SHEET 14 FOR DEPUTY DIRECTOR, ENVIROMUDITAL/STORMATIR DATE
WATER SUPERANTENDEMT
майте-те й ет PROL. MUNICA
ATTA RSCLAMANOH SUMAKIDECNE DATE F.
MATCH LINE SEE SHEET 16 LEGEND
PROPERTY LNE
OVL UNT OF TORY LNE
BUILDINC SETBACK UNE
ENTERI INF
BUILDING OVEREXCAVATION
EASTNO CONTOURS
111,76 FC OUT/ALL LINES
112.30 Fg_ -MASTE 1120770
[F.F.E=112.30 109001 DAE DESAX
STORN DRAN UNC
PAD ELEV = 111.80' FLOW UNE
INSHED GRADE
FLOWNE
UP OF CUTTER
TOP OF CURS
112.30 rg. TOP OF CRATE
FISH SURFACE
111.07 50.
112157C 18338781 EXISTINO ORADE
112.22 тс 102079
MRECTION OF SLOPE
MASTE 11232 T9)
12 24 6÷
SHEET 17 LAND USE LATED MANUFACTURNO
111.030/
112.00 rs.
111.51 FS
122208
MATCH
111909-
112373/ - 10679,
11023 S E HOSTS
110.00 TC 1101215 m
DESCRPTION LANDATE
ROPARED E ONE ACTOR, CATA POSSES PUBUC WORKS
CITY OF CAMARILLO
Kimley» Hor IPD-413
GRADING PLAN
BATE
DES BY! laco sn
NOTE MOPROVED:
CONSTRUCTON NOTECTON PLAN SHEET 14 FOR DEPUTY DIRECTOR, ENVIROMUDITAL/STORMATIR DATE
WATER SUPERANTENDEMT
more to nil see PROL. MUNICA
MASTERED CASE ATTA RSCLAMANON SUMANIDECNE DATE F.
rONCE- PROMETY LAE
toxan
2A TS K 111292 Te)
-112.90 FC
273% 41230 то
Hg Tg/ 10.0 H23A TS-
YsTA cen 112.28 FG-
00 J
SECTION A
BONE: TS10 M
-PROPERTY LNE
BUELE
paner une NNISIECO NO F PROSTING ORADE
11K EE MAX HECH
111.07 FO- 11280 9-
H. rA.
-FLON UNE
-(110.29 rG)
SECTION B
FONOE- PROPERTY INE sr BooK +
LANDt STA
1 LIDNC CRN ARLE *DASTNO PARKNC
•DISTINO GRACE
4(113.43 TC)
CASTING ORADE Aiss Fe
o20 r5) mals Te-
(LS NAX HEATH
111.61 Fs/ (EE MAN HONT H28 TS-/ SECTION E
SOHE TEPH
111,30 FS-
SECTION C SECTION D ОПУСТОВ СІ СОМАЧИТУ ОТРИТ
REALE TOWN CORE 121 eVERtD:
SACPERTY UNE
SOUN CRCCIOL CUTA MOKER PUBLC
ROPARED m CITY OF CAMARILLO
M mT g m. Kimley»Hor
"DOSTND PASKNO" NOTE IPD-413
SOE ORU TON NOETIN PLAN SHEET 1E FOR
CITE CROSS SECTIONC
1 l (11212 1e)
DISTING GRADE BATE
1.00T DES BY! Taco sn
11155 rs
11223 rs/
DEPUTY DIRECTOR, EICHMONTAL/BORMATR DATE
CRACC- H022 TS- -11000 FC WHO CA DO U" SIE
SECTION E PROU. MUMBCH
PERTICAL BESTRED CMLANON 55310835 WATTA RSCLAMAION SUMAKIDEN 5/5072023
LEGEND DRAINAGE NOTES
MORTY INS O CURB OPENING CATCH BASIN PER DETAIL 10, SHEET 26.
CIVL LIMIT OF WORK UNE @ T AE. SEE PER PLAN. TRICHING AND BACHELL PER
LILONG CETRACK ENE
CENTERLINE • SPANE STO PEA NG 32" STON DRAN LNE, INSTALL MANHOLE PER EXISTING FLOW LINE * GRUTECH UNCERGROUND INFLTRATICN SYSTEM PER DETAIL 23, SHEETS CONTOURS CONCRETE VALLEY QUTTER PER DETAL &. SHEET 25.
FIDCE LINE ONE TO BEAT SPLASH TO GRADE ASTER TO FLUMENG PLANS FOR
RAM RHAY
STORN DRAN UNE 07) 6° CURS AND GUTTER PER DETAL 4, SHEET 25.
HOW UNE SEROPRA. SEE I UNE. SZE PER PLAN, TRENCHING AND BACKFLL
FINISH FLOOR ELEVATION BURN PRIA FOR CREATE F FROM BULONG FACE) RETOR TO
FINISHED GRADE
UP OF GUTTER 1 BIO CLEAN FULL CAPTURE FILTER. REFER TO DETAIL 24, SHEET 30
OP OF GUES
SOUTECH UNCERGROUND DETENTION SYSTEM PER DETAIL 23, SHEETS
TOP OF CRATE
FINISH SURFACE
18388 79) EXISTING GRADE
88:0078
EXISTING UTILITY NOTE.
DIRECTION OF SLOPE
- -
DONE CUT (EX 108.23
31 LF OF
*12 HOPE • 0.00%
F.F.E=112.30]
(00.
SO CH 21 0 29
REVIEWED:
PLAN CHECK CONSULTANT MRECTOR Of COMMUNITY DEVELOPVENTE MATCH LINE SEE SHEET 22 REVIEWED:
DESCRSPTION
DEPARTMENT OF
CITY OF CAMARILLO
Kimley» Hom
MACHIE SATE IPD-413
STORM DRAIN PLAN
(PRIVATE)
WAITE RANCE SUPERINTERDENT MATT
REVIEWED: DEN BY:
APPROVED:
DEPUTY DIRECTOR, MROMMONTAL/STORAMATOR DATE DATE
TATER SUPDERTENOONT
1 PROJ. HUMBER
WATER RECLAMATION SUPERNTENDENT SHEET 20 OF 30
LEGEND DRAINAGE NOTES
MORTY INS • CURE OPENINO CATCH BASN PER DETAIL 10, SHEET 20.
CIVL LIMIT OF WORK UNE @ T AE. SEE PER PLAN. TRICHING AND BACHELL PER
LILONG CETRACK ENE
CENTERLINE • SPANE STO PEA NG 32" STON DRAN LNE, INSTALL MANHOLE PER SYSING FLOW UNE GOUTECH UNDERGROUNO INTRATION SYSTEM PER CETAL 23, SHEETS CONTOURS CONCRETE VALLEY GUTTER PER DETAIL & SHEET 25.
FIDCE LINE ONE TO BEAT SPLASH TO GRADE ASTER TO FLUMENG PLANS FOR
RAM RHAY
STORN DRAN UNE 07) 6° CURE AND GUTTER PER DETAL 4, SHEET 25.
FLOW UNE PA. SHEET LINE. SZE PER PLAN. TRENCHING AND BACKFILL FINISH FLOOR ELEVATION EUN PUNT TO CANECTION (S-F FROM DULONG FACE). RSTER TO
FINISHED GRADE
FLOMUNE
UP OF GUTTER 1 BIO CLEAN FULL CAPTURE FILTER. REFER TO DETAIL 24, SHEET 30
TOP OF CURE
I OUTECH UNCERGROUND DETENTIC SYSTEM PER DETAIL 23, SHEETS
TOP OF CRATE
FINISH SURFACE
18388 79) EXISTING GRADE
88:00 IS
EXISTING UTILITY NOTE.
DIRECTION OF SLOPE
MATCH LINE SEE SHEET 20
LOUSE LATE HANUTACTURONG
E4JE,OF A HOPE O 1,50X -
REVIEWED:
PLAN CHECK CONSULTANT MRECTOR Of COMMUNITY DEVELOPVENTE REVIEWED:
DESCRSPTION
DEPARTMENT OF
SEE SHEET 23 CITY OF CAMARILLO
Kimley» Horn IPD-413
MACHIE SATE
STORM DRAIN PLAN
(PRIVATE)
WAITE RANCE SUPERINTERDENT MATT
REVIEWED: DEN BY:
D APPROVED:
ORAPHIC SCALE IN FEET DEPUTY DIRECTOR, MROMMONTAL/STORAMATOR DATE DATE
PATER SUPCEPTIDROCHT
1 PROJ. HUMBER
WATER RICUMATICH SUPTHNTEMOENT SHEET 21 OF 30
MATCH LINE SEE SHEET 20 LEGEND DRAINAGE NOTES
AORRTY INS O CURD OPENING CATCH BASIN PER DETAIL 10, SHEET 26.
CIVL LIMIT OF WORK UNE HE A SE PER PLAR TRING AND BACHEL PER
LILONG CETRACK LNE
A SAME SID PEAN 30 STORE RAN URE, INSTALL MANHOLE PER
CENTERLINE
USTNG FLOW UNE * FORMTECH UNCERGROUND INFLTRATION SYSTEM PER CETAR 23, SHEETS CONTOURS CONCECTE VALLEY CUTTER PER DETAL &, SHEET 25
EXSTING CONTOURS DURE TO PRA SPLASH TO GRADE RETER TO FLUMBING PLANS FOR WAS IN
GRADE BREAK 07) 6° CURE AND GUTTER PER DETAL 4, SHEET 25. чи: 103.00 STORM DRAIN UNE STOP. SHEET UNE. SZE PER PLAN. TRENCHING AND BACKFLL F.F.E=112.30| FLOW UNE IN PROCEE FROM BURNO FACE) REFER TO
FINISH FLOOR ELEVATION
NV: 102.71 1400 12° HOPE © 1.70% FINSHED GRADE
FLOMUNE 1 BIO CLEAN FULL CAPTURE FILTER. REFER TO DETAIL 24, SHEET 30
IP CE CUTTIS
GORMTECH UNCERGROUND DETENTIC SYSTEM PER DETAIL 23, SHEETS
TOP OF CURS
TOP OF GRATE
ONES COAC
(83:00 79) EXSTING GRADE
8800 75 GRAOC EXISTING UTILITY NOTE
10 ur 00. OPE O 1.70%
DIRECTION OF SLOPE
-EBE HOPC 0 33.49X
12° HOPE O 1.700
IN OUT (E)
MATCH LINE SEE SHEET 23
ON: 106.57
-1210 35 L5 OF 12 HOPE 01485190-
O US OF E° HOPE O S.DeT
30'so-
REVIEWED:
CALLE QUETZAL
PLAN CHECK CONSULTANT MRECTOR Of COMANITY DEVELOPMENTE
REVEWED:
Mittend
POETS, SATA POETE, DEPARTMENT OF
CITY OF CAMARILLO
Kimley» Horn IPD-413
WE CATE
STORM DRAIN PLAN
(PRIVATE)
KANTAINET SUPERTOOD BATE
REVIEWED: DEN BY: DES BY:
APPROVED
DEPUTY DIRECTOR, IRONMENTAL/STORAMATOR GATE DATE
соус и тр
BATER SUPEEPTEROCHT
1 PROJ. HUMBER
WAITR RICLMATICH SUCKTANT HOENT SHEET 22 OF 30
MATCH LINE SEE SHEET 21 LEGEND DRAINAGE NOTES
ADORTY INT • CURE OPENINO CATCH BASN PER DETAIL 10, SHEET 20.
CIVL LIMIT OF WORK UNE @ T AE. SEE PER PLAN. TRICHING AND BACHELL PER
LILONG CETRACK ENE
27 US OF & HOPE • 4.40% CENTERLINE • SPANE STO PEA NG 32" STON DRAN LNE, INSTALL MANHOLE PER SYSING FLOW UNE GOUTECH UNDERGROUND INTRATION SYSTEM PER CETAL 23, SHEETS CONTOURS CONCRETE VALLEY QUTTER PER DETAL & SHEET 25.
FIDCE LINE
CORE RASPLASH TO GRADE. REFER TO FLUMBNG PLANS FOR
RAM RAN
STORN DRAN UNE 07) 6° CURE AND GUTTER PER DETAL 4, SHEET 25.
FLOW UNE PA. SHEET LINE. SZE PER PLAN. TRENCHING AND BACKFILL
FINISH FLOOR ELEVATION UN PUNT PORCHNICIOL (-F FROM BULONG FACE), RETER TO 630 17 LF OF 6° I8PE O 1.505,30 FINISHED GRADE
UP OF GUTTER 1 BIO CLEAN FULL CAPTURE FILTER. REFER TO DETAIL 24, SHEET 30
TOP OF CURE
I OUTECH UNCERGROUND DETENTIC SYSTEM PER DETAIL 23, SHEETS
TOP OF CRATE
FINISH SURFACE
28 J5 0F 6 HOPE 0, 6,385 18388 79) EXISTING GRADE
88:00 IS
EXISTING UTILITY NOTE.
DIRECTION OF SLOPE
MATCH LINE SEE SHEET 22 3505 6° HOPE 90,02% LAND USE LATEO HANUFACTURNO NY OUT (W: 10%00
A 100.15
IN OUT (N: 0000
REVIEWED:
PLAN CHECK CONSULTANT MRECTOR Of COMMUNITY DEVELOPVENTE REVIEWED:
DESCRSPTION
DEPARTMENT OF
CITY OF CAMARILLO
Kimley» Horn IPD-413
MACHIE SATE
STORM DRAIN PLAN
(PRIVATE)
WAITE RANCE SUPERINTERDENT MATT
REVIEWED: DEN BY:
NORTH APPROVED:
GRAPHIC SOME IN FET DEPUTY DIRECTOR, IMPCHMENTAL/STORMMATER DATE DATE
TATER SUPDERITDROCNT
посто пій 1 PROJ. HUMBER
DATE F.B. SHEET 23 OF *
LEGEND
PROPERTY UNE
CENTERLNE
IVL LMIT OF WORX LNE
SIN 10900° PROPOSED SANITARY SEMER PIPE
PROPOSED STORN CRAN PIPE
PROPOSED WATER PIPE
PROPOSED FIRE WATER PIPE
DOMESTIC WATER
S2 40 Lr OF E VOP O 4.5%
$2)10 UF OF 6° VCP O 4% 1 Pop 10.0 /
NSTALL Zª BAOX FIOR PREVENTDR PER SEPARATE OITSTE PLANS V5SINM 107,30 SULONG BATER PONT CF CORNECTEN (BST PRON BULANG FACE) SSITE TO MEP PLAY FOR CONTNUATON US OF E' pHC 000
MINTOLD CONNECTION PER CAMROSA WATER DISTRICT STANDARDS.
V h o 1020 FIRE WATER
2) 14 LF CP E° VCP O 45
DISTING BATDR LNE PRER CANROSA COUNTY-
SEWER
CONSTRUCT DROP MANHCLE WITH CLEANOUT PER CAMARLLO SANTARY DISTRICT STD PLATE 4 ATIE12 ASTM GTOO EXTRA STRENOTH WTRFED CLAY PPE. BEOCING PER CARLLO SANTARY DISTRICT STD PROFILE VIEW OF SANITARY SEWER SERVICE (PRIVATE) BRILCING SEMER POINT OF CONNECTIONI (S-FT FRCM BURING FACE), RETER TO PLUMBANG PLAN FOR CONTRRLATIONL.
TNR AONT C CANECDAN SYITO TO PILNNA PAN FOR CONTAUIATON
STANDARD SEWER NOTES
EMSTNG GRADE- SPE LY AEOFEPLRNSANTARYDSTCT SID PLATE 26 AND STD PLATE 7.
XSTNO *. 1. PSBIC MORKS DERARTUENT 801 CARUEN CR CALABILLO, CALFORNLA INSTALL CLEANOUT PER CAMARLLO SATARY DISTRICT STD PLATES 4 AND 16.
NED. OTHER BALLED OR LETIED, IN THE IRRIGATION
1.10 INSTALL 125° VETER PER SEPARATE OFTSTE PLANS. CONTRACTOR TO COORDINATE VETER SET WITH WATER DISTRICT. *. MPEUCE L PONT OF CONNECTION TO BOCATON SYSTEN. REFER TO BEUCATION PLANS FOR ADCITIOHUL INFOROUATICHL * ERRLO ENT CASTRCT STAORO ACERE MI TAE EXISTING UTILITY NOTE
4.75 8 Louro xx -
UTILITY NOTE
•EXSTING PROPERTY UNE GENERAL NOTES
*. ME CONTER OF TE ALSCARDE TO ONISRED GRADE LELE GE OTRACE AND AN 18 INCH CLEARANCE FRCA -4 Ur 0 28 2 ASR T PALES SA BE SET SO DIAT THE TOP OE TE POST MLL BE 32-TO 40-AROVE 1O ALL PAVDNDNT REMOVALS DUALL OE SAR CUT. 19. CURBS SHALL BE ISCRIBED MITH TES FOR ALL MANHOLE LOCATIONS.
2. ALL PRS MICRANTS SIALL BE NESTALLED HETH BREAK-OFT BOLTS AND/CH OREAK-OFY SPOCLS.
12. THE PUBLC WORKS INSPECTORS SHALL BE RESPONSIBLE FOR THE ОПУСТОВ CL СМАЧИТУ DRETOPI T
eViERtD:
DESORPTION AMPO BATE
SOUN CRCCIOL COTA MOKER PUBLC
ROPARED BY VETED
CITY OF CAMARILLO
Kimley»Horn IPD-413
REVENEDE
MATER AND SEWER DIAN
BATE
REVEVED DRN BY: DES BY: Taco sn
DEPUTY DIRECTOR, EMYIRCMMONTAL/BTORMMATIR DATE
am anem PROU. MUMBCH
SPEC. MUMBER
ESTRED COLANON 55310835
5/5072023
- CP TNS
%
VALY ANAS
URNE -
MAN M
O CONCRETE CURB
TORAN Or-
PER FLAN
N-UNE CUFB RAMP
COMPACTE
SANO BASS-
•PLATE 5X3/8
•2 1/202 1/20/2
(NATE SX/6 CONCRETE CURB
2 1/2°x2 1/2x3/8x0-5
KO PATE
ThE Ato ADO ORVELTE-A
Sr TEE " 0 1S 0 5 (.25•
6.5°
TRUST AND ANGHOR BLOCK DETAILS CURB AND GUTTER DETAIL
REVEVED
CONCREE TR NTI
ОПУСТОВ СІ СОМАЧИТУ ОТРИТ
ROPARED BY rutLe
EIL MATERAL - CITY OF CAMARILLO
ASCHALT CONCRETE PAMINC
Kimley»Hor IPD-413
Am1 4
MI METALS
Taco Bn:
EO WATERAL HATE TOMAAA SZE NOT TO
DEPUTY DIRECTOR, EICHMONTAL/BORMATR DATE
NOTE 1:
1-e dA NOTE ZE
BOLLARD-ASPHALT PAVEMENT PIPE BEDING AND TRENCH RETALL CONCRETE VALLEY GUTTER.
BES TERD CALANO 1 912815 WATTA RSCLAMAION SUMAKIDEN
3/507525
MAO STAC
CALVANIZED SOLARE TUBE
CONE ONE CO BE WIT M SNILE POST
JEAN CEANOUT DETAIL SIGN BASE DETAIL
ROPE OF THIS VHUN NO TV JAEN M DADOPT WHIDAS SHE CUTTER GRADE DUCEERA MA GURNED CONORE 2,R5 ASS SUAL AC FORETO BY CURACO FORDC, ANS SHEL NOT A
3. PICOR OF BASIN SHALL BE ONEN A STEEL TAGAL PASH AND SHALL MAVE A IOHOTUGARAL AND
ORE ME CASE NOTION SCOOTE LOSE SHALL DE THE SAME AS THE OUTTER nou.
SECTION A-A
A RUS 1E, 0390 VALO ME MERT OF TE
TAL 15/2. REPOT DE CENTREME OF DE COMMECTOR PAC ANO
DOWEL DETAIL
TYPICAL FIRE SERVICE WITH BACKFLOW OEVICES AND DETECTOR METER.
AGGESSIBLE BARKING SIGN DETAIL TRUCTRA GATE
CARROSA
03-ew
Soo Dete " COME HAS REQUIED AT EIDI CORREE ARO AT (20 m) CN CONTE CALEM) MONO DE nast count.
RECTOR GI COMMUNITY DOM LOPENE
TRUST BLOCK
REV. DESCRITICH
SOON CHATOR, QURE MORANT PARTNENT OF PUBUC
SPIRED IT CITY OF CAMARILLO
ELEVATION
Kimley» Horn IPD-413
1°Nue
3ª Dia. G.I.P.
For Fional FDC BATT
BUILDING NAME-
ADDRESS
Valve Support Detail DUTY DETECTOR, ENVIRCHNIDHTAL/SFORMNADR DATE
EDC SIGM DETAIL
TYPICAL METER & REDUCED PRESSURE BACKFLOW PREVENTER INSTALLATION FOR J'AND LARGER SERVICE FIRE DEPARTMENT CONNECTION DETAIL.
ATTA AECLAMANON SUPEAKIDEENTE
3730/2023
JENSEN DIVERSION MANHOLE, MODEL: JDMH-48
HE WERE PERSPASTE PORN
PERT
•LANDSCAPE PER
(2) JI REBAR CONTINOUS -
BETA NING CURB DETAIL.
DATA PANT, SEE NOTES BELON
6-4
JDMH-48
amarila. CA 0-0O AS SOUPOD
& PRECAST CONCRETE WHEEL STOP
DALEVENT TRAEME ARRON
DE APPLED AT A TACONESS OF 22 BET MES
FELLOW ON ON CONCRETE MESS STATED AT AND
TYPICAL PAVEMENT MARKINGS
HIP SIATION DElAILS
St Pacife Sole tie
EVIEWED:
DESCRITICH
VE SEE, CAT HERES BATE PUBUC WORKS
MEPLACD BY: CITY OF CAMARILLO
Kimley» Horn IPD-413
BAYE
CIVIL DETAILS
DAN BY: Des BY:
APPROVED:
S0-1
LATER SUPCRNTENDENT
CATERED CIREN 85012005 ATTA AECLAMANON SUPEAKIDEENTE Sett 27 0F ROPOSEO LAYOUT: NORTH BEC NOTES.
PROJECT INFORMATION
I/ADS. SO CANARLIC AMALLO CA
Advanced Drainage Systems, Inc.
TESLA CAMARILLO
CAMARILLO, CA
MC-7200 STOR TECH CHAMBER SPECIFICATIONS
LENS AND END CAME FRAGE BE PROCEED AT AN BO BE CERTAID UNATTU PASTE EVIEWED:
DESCRITICH
StormTech® VE SEE, CAT HERES BATE CITY OF CAMARILLO PUBUC WORKS Kimley» Horn IPD-413
BAYE
CIVIL DETAILS
DAN BY: Des BY:
/ADS APPROVEDI
DUTY DIRECTOR, EMIRCHADATA/S FORMRADE DATE
LATER SUPCRNTENDENT
STORMTECH CHAMBER SYSTEM. DETENTIONAND NELLTRATION RASIN HAED DUPERIES PROL. MUMBDE BATTA AECLAMANON SUPEAKIDEENT !
750/2023
ACCEPTABLE FILL MATERIALS: STORMTECH MC-7200 CHAMBER SYSTEMS
MASHTO MATERIAL CLASSEICATIONS COMPACTION / DENSITY REQUREMENT AC-7200 ISOLATOR ROW PLUS DETAIL
StormTech® StormTech®
IOTES
/ADS NOTE..
4 OF 7
UNDERDRAN DETAL MC.T20O TECHNICAL SFECEICATION
EVIEWED:
C-SERIES ENO CAP INSERTION DETAL
BICANTEON ENO CAP
DESCRITICH
VE SEE, CAT HERES BATE PUBUC WORKS
MEPLACD BY: CITY OF CAMARILLO
Kimley» Horn IPD-413
BAYE
CIVIL DETAILS
DAN BY: Des BY:
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NYLOPLAST ORAIN BASIN
BIO CLEAN FULL CAPTURE FILTER BO CLEAN FULL CAPTURE FLTER
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DETAIL OF DIAMETERS
PROFILE VISH
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7 OF MOUNTING DETAIL
NSTAILATION NOTES: PERFORMANCE NOTES
DANIS S72
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00-0003-221-24 ROMANES CAGEARD ONE ME SOLDIE COUNTEN
NORTH CURB INLET FILTER
CONTECH CURLINLET FILTER CONTECH
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