SHEET INDEX
PLEASANT VALLEY PICKLE BALL COMPLEX
IMPROVEMENT PLANS
& SEDMENT CONTROL PLAN
535 HOUCK ST. CAMARILLO, CA 93010
ION CONTROL PLAN FOR DEMOLITIC*
STE PAN. PHASE DEMOLITION PLAY
PLEASANT VALLEY REC & PARK DISTRICT
1605 BURNLEY ST. CAMARILLO, CA 93010
PROJECT DIRECTORY LAUTERBACH & ASSOCIATES
HAVE AC
SITE INFORMATION PARKING REQUIREMENTS SITE ANALYSIS VICINITY MAP AREA TYPE Area o Ur LOl
APN: 232-6-030-145 COURS
SUACES PER COURT REQUIRED.
SAS NEURS CANARIO, CABSONO CIRCULATION 13048SF
32 SPACES REQUIRED FOR COURTS CONGESSIONS 1403 SH
LANDSCAPE 2815 SF
PARE COURSE 13032 SF
BLEACHER SEATING AREA: 1,388 SF 36647 SF
PUBLIC RIGHT OF WAY 2359 Sh
RESTROOTS 302 SE
1 SPACE PER 10 SQUARE FEET REQUIRED. SHADED SEATING AREA 3917 SF 35 SPACES REQUIRED FOR SEATING TRASH ENCLOSURE 184 SF
GRAND TOTAL 72905 SF PLEASANT VALLEY REC & PARK DISTRICT NOTES TOTAL SPACES REQUIRED: 67 SPACES
SIGNAGE UNDER SEPARATE PERMIT
PARKING PROVIDED: 46
RECIPROCAL PARKING AGREEMENT WITH CLIENT ADDRESS: 1605 BURNLEY ST CAMARILLO CA 9301
ADJACENT PARKING LOT
MENT CET
COVER SHEET Prit Date: 84812026 4.30-10 PM
Proj. No.: 20-210404
PICKLEBALL COMPLEX CENTER FOR
PLEASANT VALLEY REC & PARK DISTRICT G-1.01
PROJECI ADDRESS. 325 -REEDOM PART OR. CAMARILLO, CH 93010 FD RAILROAD SPIKE per (R1).
N SIDE LS 3096 ner (R-
OP SCED CN
40° OLIVE CLUSTER
rUT% Ir, OrEN WIAG
ON SIDE LS 3096 per (R1) • *-ScoxT
ABBREVIATIONS
AD = ASEA DRANENT
LOW REGULATOF
SIDE LS 3096 per
POST 3°-
STREET NOW CONTROL VAVE
NOTA PART
OF THIS SURVEY
EUBANKS
SNADA PARKONG!
HOUCK
SIS (TYP)
PLEASANT VALLEY RECREATION SWAS (TYP)
AND PARK DISTRICT
DAD
SN 2° POS BLOCK & LINETYPE LEGEND
DKAIN INLEI WAIER MEIER
LCHT STANDARD CLEAN GUT
SIGN GAS METER
SANITARY SEWER MANHOLE GAS VALVE
STORM DRAIN MANHOLE FIRE HYDRANT
GENERIC MANHOLE WAIER VALVE
COMMUNICAIIONS MANHOLE POST INDICATOR VALVE
TELEPHONE MANHOLE ELECTRIC PULL BOX
FI.FCTRIC MANHOLE
GUY WIRE
- POWER POLE
PIPE F 32- RAFFIC SIGNAL SIANDARL
$N 2 POST.
PONTER
• 15 PALM STUMP
- RESEANED PAR
SKYWAY PIPE FLE PIPE FL 120
DRIVE
BOUNDARY NOTES BENCHMARK.
FD 1-1/4* BRASS CAP per (R1) -
55. 57.5 1, 50 AH SENTA
CONTROL POINTS: PROJECT NO.
August 2022
Topographic Base Map for Pickleball Complex PVREC.220133.00 ENGINEERING P 12: 1 Pleasant Valley Recreation &
HORIZONTAL: CCS ZONE 5 NAD83
at 1030 Houck St. at Freedom Park
SURVEYING VERTICAL: NAVD88
Park District
CONSIRUCHION MANAGEMEN I CP 14: N 1899412.335, ₺ 0235214.19 Elev: 69.75', Scribed X Sidewalk Elev: 69.31', Scribed X Top Curb Camarillo, California OF
CERTIFICATE OF ADEQUACY OF WATER SUPPLY SYSTEM PUBLIC UTILITY AUTHORIZATION FOR OPERATION GENERAL NOTES WATER:
LAND DEVELOPMENT SHE SEANS SHATE CONTRE TRY COSTANDARD KERN COUNTY SEWAGE DISPOSAL:
FORT IN CHANGI, ONE OF TENE PIESE ONE OFEREONS
TELEPHONE
BARBARA COUNTI
ELECTRIC: DATA PROUD BY THE OR PUBLIC MORE INSPECTORS IDEWALKS, ANI
ANGELES
GAS:
4. ALL GRADING SHALL CONFORM TO THE CITY GRADING ORDINANCE.
PILLONE
CABLE T.V.: 5. REQUIREMENTS FOR ROCK BASE TO BE DETERMINED BY SOIL ANALYSIS.
ARDSDALE
CENTERINE STATION OTHERWISE, STATIONING ON PLANS REFERS TO SANCOY
CONCHES COWN THESE A CONCRETE SHALL BE 520-8-350.
THOUSAND
DATE SİTY WATER SYSTEMS BE CONSTRUCTED IN ACCORDANCE WITH THE
PORT HUENE
SIGNATURES REQUIRED PRIOR TO RECORDATTON OF GRACT MAP.
ADDRESS: DESALSA STE 120 CAMARILLO A 58010 SITH STANDATIO PLATE AER AND SEWER LINES SHALL BE IN ACCORDANCE
IOR TO OCCUPANCY OF THE TRAC THE DEVELOPER AS DIRECTED BOTHERE VICINITY MAP
BY DATE
SOILS ENGINEER
MATER MEANS CORDATON OF TRACT MAR.
VATE SUPERVENENTS SHOE TE CER EY RENT NED NOREAN 0 TIL REPEFSENEATVE OWN MOORE DATE OF REPORTS: 08222022 REPORT# 11000): 03/16/2023 REPORTE 11089).
PERMIT NUMBERS
VENTURA COUNTY GRADING PERMIT NO. TYPE PO 64- IO.HERWISE SPECIFIED, ALL ASPHALT CONCRETE SHALL BE
CERTIFICATE OF ADEQUACY OF SEWERAGE SYSTEM AS POSAS RO
VENTURA COUNTY ROAD ENCROACHHENT PERHIT NO
ENROAN PERSED PROTECTION DISTRICT (VOWPD)
CAL-TRANS ENCROACHMENT PERMIT NO.
I CERTIFY THAT THE FOLLOWING STATEMENTS ARE TRUE; BUILDING & SAFETY PERMIT NO LOCATING UNDERGROUND FACILITES WORN DAYS PRIOR TO DISING
FREEDOM PARK
PERMIT RED 5 ME ME TO. OR GREATER, CAL-OSHA STAY REASANT VALEY RO PERMIS PRIOR TO REVELT PAR SHALL, 9D ANG ALE UNDEROROUNO UTILITY SITE SOUTHERN CALE CONSON PERMIT NO:
LIST OF STANDARDS LOCATION MAP
MERIZ T.v. PERMIT NO.
CITY OF CAMARILLO: SCALE
MANBEE
INDEX OF DRAWINGS
SHEET NO. DESCRIPTION DRAWING NO.
VENTURA COUNTY ROAD STANDARDS: MPROVEMENT PLAN COVER SHEET
SITE PLAN
SIGNATURE REQUIREO PRIOR TO RECOROATION OF TRACT MAR. GRADING IMPROVEMENT PLAN COVER SHEET
DEMO PLAN
R PERSONS WITH DISABILITI
GRADING PLAN
GRADING PLAN
PROVEMENTS, HERE TO IS EATEST FOR FINAL ACCEPTANCE BY THE CITY OF THE TRAC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC) 2021:
GRALANG DEIRES
- DATE -
SENATOR DEPOSE FOR DESTRATON OF TRACT MAR
CAMARILLO WATER DIVISION 2005: REFERENCE DRAWING NUMBERS CERTIFICATE OF ADEQUACY OF FLOOD CONTROL CHANNEL IMPROVEMENTS CAMARILLO SANITARY DISTRICT 2015: REV. DESCRIPTION T APPROVED | DATE 1 CERTIFY THAT THE FOLLOWING STATEMENTS ARE TRUE: FOR CONTINUATION SEE SHEET NO.
STANDARD COVER SHEET FOR
CERTIFICATE OF "AS BUILT"
OTHER STANDARDS: I HEREBY CERTIFY THAT THE WORK ON RED SCS) PLAN CHECK CONSULTANT
IMPROVEMENT PLAN COVER SHEET
VOPID S37, DESIGNATICN 21-236* WITH STAMFING 21-236 1564" HAVING AN ELEATION OF " ON NAVD 8S DATUM, BRING AJ" BRASS DISK 13T0 EASTERLY & 153.J NORTHER DISTREET SUITE NTURA C.
M THE INTERSECTION OF EUBANKS ST. & PLEASANT VALLEY 1205) 05-3507 E.P- CITY OF CAMARILLO G.P.
ACCO HANGE ORT AN STANTUR FEATURES OF THE FACILITES HAVE BEEN DESICNED IN • R.C.E.- _ DATE. PREPARED BY: CCE DESIGN ASSOCIATES, INC. APPROVED: CITY OF CAMARILLO CHECKED BY:
BENCHMARK DATA:
DATE
* ENGINE EX. DATE 9/30/2024TE 308. EXPIRES: 9/30/2023 c- 8/8/22
LAURAEL
DESCRIPTION APP'O DATE
DEPARTMENT OF PUBLIC WORKS
CITY OF CAMARILLO
REVIEWED:
DIRECTOR, COMMUNITY DEVELOPMENT DATE SITE PLAN
REMFuED.
CONSULIANI
DEPUTY DIRECTOR, CAPITAL PROJECTS DATE ORN BY: DES BY: CK'D BY:
WILLDANI
REVIEWED: APPROVED:
, CCE DESIGN ASSOCIATES, INC ITY ENGINEE DATE
TRAFFIC ENGNES DATE
WORKS
REVIEWED:
Scale 1* = 30R RECOMMENDED DI
SPEC. NUMBER PROJ. NUMBEF
nATE
IONS 130/2024 DEPUTY DIRECTOR, ENVIRONMENTAL/STORMWATER
IOP AND BOTTOM OF SLOPE SETBACK CRITERIA SUBSURFACE DRAINAGE FOR COMPACTED FILL GENERAL NOTES ENGINEERED GRADING INSPECTION CERTIFICATE •E (AND/OR FENCE UNE) DOPTS BY JOB ADDRESS OR TRACT NO. 535 HOUCK ST. CAMARILLO, CA. 93012 COMPACTED FILL
E ME SAT PECENTE OWNER FLEASANT VALLEY RECREATION AND PARK DISTRICT
ROUGH GRADING CERTIFICATION
FOOTING
N OGATON
12 MN. DEPTH
GREEN THE MENISCHARGE
FLY TUNCTIONAL Y SC EVENTATIVE
GRASSES NO CHIN COGN. SO BEAN EDES, AND SPECIAL RECOMMENDATIONS. FOR TEST DATA, RECOMMENDED ALLOWABLE
AR ANY FOTHER ORGANIC MATERIALS OR REMARKS
ENGINEER
"WHERE EMPLOYED FROM ALL AREAS TO EXP. DAREG. NO HON FEE
SIGNATURE
DETAIL B-
ANY HECHT
20 MAX
AND SEC
LOT NUMBERS
REMARKS
DETAIL DETAIL
SUCH AS ENGINEERING GEOLOGIST C.E.G. NO.
FILL PLACEMENT AND DRAINAGE DETAILS INTERCEPTOR DRAIN AT TOP OF CUT SLOPES AND DOWN DRAINS
DETAL AC
ONGTUDINAL, SLOS
-[BENCH] AS RECURRED A NOTES 18 AND TERN
DETAIL C-2
PAL PAL OREGO OF
DETAIL C DETAIL D
SCAL SEAL SEAL INDEX OF DRAWINGS
SHOT DESCRIPTION DRAWING NO
GRADING PLAN
ORALING PLAN
EXP. 9850/24
GRADING DETAILS
CONSULTANTS REFERENCE DRAWING NUMBERS
AND CONFORMS TO THE
SUPPORTIVE REPORTS DATED:
SOILS ENGINEER REG. NO.
FOR CONTINUATION SEE SHEET NUMBER
SIANDARU COVER SHEET FOR
PLAN CHECK CONSULTANT GRADING IMPROVEMENT PLANS
WILLDAN STANDARD DETAILS AND NOTES
RPD
•NES AND GE BES AS E.P. CITY OF CAMARILLO G.P.
PREPARED BY: APPROVED: CITY OF CAMARILLO CHECKED BY:
CCE
- VAIL
DATE
RESER R.CE. NO. 86086 DATE DRAWNG NUMBER
R.C.E. EXPIRES 9/30/2024 R.C.E. EXPIRES 9/30/2023
EROSION CONTROL GENERAL NOTES:
2 ALL CONSTRUCTION ACTIVTY SHALL BE PERFORMED IN ACCORDANCE WTH A LOCAL STORMWATER
POLLUTION CONTROL OR PREVENTION PLAN (SWPCP/SWPPP) DEVELOPED AND IMPLEMENTED IN
COMPLIANCE WTH REQUIREMENTS OF THE VENTURA COUNTYWDE STORMWATER QUALITY MANAGEMENT "ROGRAM, NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES) PERM'T NO. CAS004002 (ORDER NO. 2010-0108) DOWNLOAD COPY OF ORDER AT
HTIP:/WWW.SWKCB.CA.GOV/KW0B4/WAJER_SSUES/PROGRAMS/STORM WATER/MUNIC PAL/INDEX.SHIM
3. TRDERO NO. 2010-O108 IN DING, BUT NO LAMTED TED REQUREMENTS IDENTIRED IN PART 4F OF
O OF POS AMO NT FROM CO OSERCC STEE AND ONTO THE
STORMWATER QUALITY HANDBOOKS.
5. NOR-STORMWATER DISCHAROES ARE PROHIBITED FROM ENTERING ANY STORM DRAIN SYSTEM AND/OR
6. DISCHARGES OF • WATER REQUIRE A DISCHARGE PERMIT FROM THE STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD (RWQCB).
7. POLLUTANTS SHALL • REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXT:
ACTICABLE THROUGH DESIGN AND IMPLEMENTATION OF THE SWPCP /SWP
8. ALL BMPS ARE REQUIRED TO BE IMPLEMENTED YEAR-ROUND NOT JUST DURING THE RAINY SEASON.
TO ENSURE
SHALL BE NOTIFIED AT.
dNIAoLG SANITART rAUEICO SNALL OC LUVAICUUN KELAHYELTLEYaL aRUUNU AYAT PRUMUIR
S DRAINAGE COURSES, AND STORM DRAIN INLETSSALL PORTABLE SANITARY FACIUHES SHALLI SECONDARY CONTAINMENT.
'I. EASTE SS OSAL ROSEE SHAL BE EDUCATED ON ALL BMPS INCLUDING CONGRETE 12 SEORMNA ER DISCHRESSHAL EFFECIVELY PREVENT A NET INCREASE, OF SEDIMENT LOAD IN 1'3, AROSIOO BY MIND ASD WATE SOLS OR DENUDED OF VEGETATON MUST BE STABLUZED SO AS TO INHIBIT -Ẻ •0.+3 TASE)
1. ENHANCED PRACTICES WILL BE REQUIRED ON ALL CONSTRUCTION SITES ON HILLSIDES OF 20% O
REAVER AND STES THAT DIRECILY DISCHARCE TO CALLEGUAS OR CONEJO CREEKS OR REVOL( OUCH /BEARDSLEY WASH. REFER TO PARK 4.F 4 OF THE VENTURA COUNTY MUNICIPAL STORMWATE RMIT (ORDER NO. 2010-0108) FOR UST CF ENHANCSD PRACTC:
PROGRESO TO THE PONT WHE THE ARE NS LONCER RESURE. GRANG OPERANON HAED BY
1. CHE TOP OF S APE AT HE SONON AE PERIMETER MUST DRAIN AMAY FROM
18. AL REOOVED PROA THE SIS AS OR BEE ETOL HAZARD TO OFFSITE PROPERTY, SHALL
19. AU COSE FRAO CES ASO MA E E NEE HAZARO TO OFFSITE PROPERIY, SHALL .A O PEE AE DEE SEAL E ORANEO OR PAMPEDORE MATRIA HORARAOAEE SHALL BE DRAINED OR PUMPED DRY WTHIN 72 HOURS AFTER EACH RAINSTORA
BEFORE REMOVAL OF THE RAINWATER INTO THE STORM DRAIN SYSTEM, THE CONTRACTOR MUST CONTACT Int C CAMARO SWAlC PROGRAM MAAGCR 303-3059 300-5330 FOR CT GUDENE ON RAINWATER REMOVAL.
21. THSC EOE OR OE ARLO NDECES TO REDUCE EROSION DAMAGE WTHIN THE SITE IS LEFT TO THE 22 DETHOU PRAR A MA AL FE HE INSPER MADE NOPERABLE BETMEEN OCTOBER 1 AND APRIL 15 TREE 19TRS
23. TLA UNDERSIGNED OWNER WILL SUPERUSE EROSION CONTROL WORK IN ACCORDANCE WITH THE APPROVED REV. DESCRIPTION APP'D DATE
DEPARTMENT OF PUBLIC WORKS
Reference: CITY OF CAMARILLO
caliornia NPUES General rermit
'sto raliter Disper nero Fere EROSION AND SEDIMENT
with
consuructon - Water Quality CONTROL PLAN
Order 2012-0006-
SWPPP NO.
WDID NO.
s Aster Queli y itader
DRN BY: DES BY: CK'D BY:
REVIEWED:
SCALE: 1-30
APPROVED:
DEPUTY DIRECTOR. ENVIRONWENTAL/STORWWATER DATE
BUY LIC VORK DATE
PLAN CHECK CONSULTAN
PREPAREO DY CCE EE UE SOR EXPIRES DATE: 9/30/2
W WILDAN | RECOMMENDED BY:
SPEC. NUMBER
OCE ARORA EXPIRES: 9/30/2024 DATE
SHEET3A OF 8
8/9/22
A CATCH BASIN/INLET PROICCIION -BACK OF SIDEWALK G EQUIPMENT REPAIR/MAINTENANCE ERTEC® COMBO GUARD - FOR DRAINAGE INLETS WITH GRATE AND CURB OPENINGS DO OVERLAP ONTO CURE
CAICH BASIN
INSTALLATION GUIUC
Grate Size Combo Guard RB INLET BACK OF CURE.
24" × 20° 425y filter
CG 48" × 22"
40 × 18 CG 48 × 221
CG 48 × 274
12% 20- CG 48" × 30"
Construction Details
CASE D PREACHE UNDERON
• 6 INCHES (VERTICAI ERTEC® Combo Guard™ PLAN
COMPONENT) - SANE ACHILY
Unprotected drainage inlet Protected drainage inlet GRAVEL BAG CURE INLET SDEWALK
INS LAGEN NO LACE CE TIGHTLY AGAINST CURB
OPENING AND COVER ENTIRE GRATE. CG SHOULD EXTEND
2 LONGER OPINION OPENNES, OVERLA CE UNI OVERLAP CG UNITS AT ANCHOR CG SO THAT WATER CANNOT FLOW NOTES:
SECTION LEAKING VEHICLES AND EQUIPMENT SHALL NOT BE ALLOWED ON-SITE. EQUIPMENT AND A SIDE OF 46 - HAL STAND HAVE HALF-OFF VEHICES CHAIL BE INSPECTED FREQUENTY FOR IEAKS AND CHALL RE REPAIREN USE HALF-FILLED GRAVEL BAGS (15 OR SPILLS AND LEAKS PROMPTLY WTH: ABSORBENT MATERALS:
ATCH BASIN/INLET PROTECTON SHALL BE INSTALLED WHEREVER THERE IS A POTENTIAL DO NOT FLUSH WITH WATER
F STORMWATER OR NON-STORMWATER BEING DISCHARGED INTO IT 2 INLET PROTECTION IS REQUIRED ALONG WITH OTHER POLLUTION PREVENTION MEASURES SUCH ARE DOWN THROUGH CG. AS: EROSION CONTROL SOL STABIUZATION, AND MEASURES TO PREVENT TRACKING ONTO SHALL BE PROMDED AND AREAS SHALL BE COVERED IF NECESSARY PAVED SURE ALES.
TIMES, CUT-OFF EXCESS. OR C) FASTEN WITH DESIGNATE ON-SITE VEHICLE AND EQUIPMENT MAINTENANCE AREAS, AWAY FROM STORM DRAN
SCIONAL
CONCRETE ANCHORS/NAILS AT THE OUTSIDE EDGES OF 3. MODIFY INLET PROTECTION AS NEEDED TO AVOD CREATING TRAFFIC HAZARDS. INLEIS AND WAIERCCURSES.
4. INCLUDE INLET PROTECTION MEASURES AF HILLSIDE Y-DICHES AND MISC. DRAINAGE SNALES. SUCH AS A DRAN PAN OR DROP CLOTH, TO CATCH
5. INLET PROTECTION SHALL BE INSPECTED AND ACCUMULATED SEDIMENTS REMOVED. SPILLS AND LEAKS WHEN REMOVING OR CHANGING FLUIDS.
ALIE ICE CONTRACTED SHALL BE DISPOSED OF PROPERLY AND IN A MANNER THAT ASSURES THAT THE SEDMENT 5. LEGALLY DISPOSE OF USED ORS, FLUIDS, AND LUBRICANTS.
B SILT FENCE/ERTEC S-FENCE DOES NOT ENTER THE STORM DRAIN SYSTEM.
PROMDE SPILL CONTAINENT DIKES OR SECONDARY CONTAINMENT AROUND STORED OIL FUEL 8", 10" OR 14", SFO8, SF10 OR SF14 SLOPE LENGTH 6. DAMACED BAGS SHALL BE REPLACED IMMEDIATELY.
AND CHEMICAL DRUMS
FROM THE CRAVE BAG SOMENT TRAPS MAY BE REQUIRED TO CONTROL SCOWENT DISCHARGE MAINTAIN AN ADEQUATE SUPPLY OF ABSORBENT SPILL CLEANUP MATERIALS IN DESIGNATED
FILTER FABRIC
D MATERIAL STORAGE AND DELIVERY 8. REFER ALSO TO BMP NS-8 AND NS-10 PER CURRENT CASA CONSTRUCTON BMP HANDBOCK.
MPLE WISEN SCENTE ENDS APPLY BMP WM-1 PER CURRENT CASQA CONSTRUCTION BMP HANDBOOK MAYINI
WDTH=500
SILI PENCE
FILTER FABRIC MINIMUM REQUIREMENTS FROM HM-1:
N-HILL RUN TO NOTES: H EROSION CONTROL
MATERIAL DELIVERY AND STORAGE AREAS SHOULD BE LOCATED NEAR THE CONSTRUCTION ENTRANCES.
CONSTRUCT THE SILT FENCE ALONG A LEVEL CONTOUR
SILT FENCES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY STABILZED.
PROVE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND ALLOW SEDIMENT 2 MATERIALS SHOULD BE STORED IN THEIR ORIGINAL CONTAINERS AND THE ORIGINAL PRODUCT LABELS THE SILT FENCE AND SHOULD BE MAINTAINED IN PLACE IN A LEGIBLE CONDITON.
3. MAIERALS SHOULD BE STORED ON PALLETS AND SHOULD NOT EE ALLOYED IO ACCUMULATE ON IME AROUND. SECONDARY CONTAINMENT SHALL BE PROWDED, WHEN POSSIBLE, TO PROVDE PROTECTION
TURN THE ENDS OF THE FILTER FENCE UPHILL TO PREVENT STORMWATER FROM FLOWING OODEN STAKE USE 1" Y 2" Y 18" ONF AT F
AROUND THE FENCE
OVERLAP OR 6.67' APART.
LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDATELY DOWNSLOPE FROM THE FENCE. ND SUBCONTRACTORS SHALL BE TRAINED ON PROPER MATERIAL DELIVERY AND STORAGI
2. ALTERNATE STAKE METHOD:
ME SEGMENT OCAL ANTED MRE OR ZIP TIES TO DO NOT PLACE NUVE STREAM OR INTERMITTENTLY FLOWING CHANNELS
WHEN STANDARD FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENE E CONCRETE WASTE MANAGEMENT
ECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TE MRES OR HOG RINGS. NO EONETE WASHOUT SHAL BE A ROL OFF BIN MITH A LO.
AS TORNATE STAKE METH REFER ALSO TO BMP SE-1 PER CURRENT CASOA CONSTRUCHON BMP HANDBOOK 2. MASHOUT FROM HITING THE GRTUNCROUND BELOW ROLL OFF AND IN FRONT TO PREVENT ANY
C STABILIZED CONSTRUCTION ENTRANCE
3. EASIES AND MASTE CONCRETE SHAL NOT BE WASHED INTO THE STRET OR NTO A DRANACE
EVENT, OR MORE DA AND BEFORE A RAIN
SEDIMENT TRAPPING DEVICE SEVENT TRAPPING * ER CENT CAPACE TO EAR OR AND SOU WASTE SEL BE PROVE ON SUIT OF
3. STABILIZATON PRACTICES SHALL
RUGATED STEEL PANELS 5. SED, PICKED UP AND INSPOSED OF PROPER YING SHALL BE VACUED OR CONTANED, CONTES OF ENDAR FROM THE
ACCREGATE AND
N. OF 12" THICK
F VEHICLE/EQUIPMENT FUELING SEDIMENT ONTO PAVED ROADS
EXSTING PAVED ROADWAY AGCOMONATE ANTOPATED TRA
WHICHEVER IS GREATER
1035 BY AND OR WATER
DESCRIPTION APP'D DATE
6 MINUS APPLICATO DO ISHAL DEPARTMENT OF PUBLIC WORKS
50' MIN. MORE THAN SO PERCENT NEWSPRINT CONTAN CITY OF CAMARILLO MATON DISTAN GRADE OF HERE STERNER СЕЯ IS CHENIRE TRE OR SEEDING RECOMMENDATION _ARMED CONTANAIENT EROSION AND SEDIMENT
STREET MAINTENANCE IMPERMOUS CONTROL PLAN
NO SUT TRENCH 2ª TO 4' MDE, 3ª TO 4' DEEP. SURFACE/LINING SWPPP NO.
BMP HANDBOOK.
NOTES WDID NO.
2. IRENCH TO GRADE LEVST DOWNSTREAM SIDE OF TRENCH WALL, BACKFILL THE
1. FUELING SHALL BE PERFORMED IN A DESIGNATED AREA, AWAY FROM DRAINAGE COURSES DKN BY: DES BT: ICK D 8T
REVIEWED
2 ABSORBENT CLEANUP MATERIAL SHALL BE ON SITE AND USED IMMEDIATELY IN THE EVENT OF
3. SEGMENT SUCHEATS BY AT LEAST 3: INSTALL STAKES ON DOWNSTREAM SIDE OF A SPILL APPROVED:
CHARGE TO THE STORM DRA
3. REFER ALSO IO BMP NS-Y PER CURRENT CASUA CUNSIKUCTIUN BRP HANUBOUK ESS AS NEEDED TO DEPUTY DIRECTOR. ENVIRONMENTAL/STORMWATER DATE DATE
5. SEE SPECIFICATION SHEET IN APPENDIX H IN THE SWPPP. PREPAREU BI PLAN CHECK CONSULTANT LEE SO EXPRES DATE: 9/30/23
AN A WAS OCK ME A READ ARE RUN TO COULECT
RECOMMENDED BY:
SPEC. NUMBER PROJ. NUMBER
DATE
| SHEET3B OF
8/9/22
SKYWAY PRIVE
EROSION CONSTRUCTION NOTES / LEGEND EROSION CONTROL NOTES EMPORARY EROSION CONTROL PRIOR TO COMPLETION OF FINAL IMPROVEMENTS SHALL BE PERFORMED BY THE CONTRACTOR 11. EROSION CONTROL DEVICES MUST BE IN PLACE DURING THE ABOVE STATED PERIOD.
SE1 SILT FENCE PER CASCA BMP SE.1 VOICATED BELOR
12. CLEAN OUT MUD AND SALT AFTER EACH RAIN OR AS DIRECTED BY THE CITY INSPECTOR 000000 (SES SANDBAG BARRIER PER CASOA BMP SE& ALL GRADED AREAS ARE TO RECEIVE HYDROSEED EROSION CONTROL, HYDROSEEDING TO EXTEND 5 AT BEYOND DAYLIGHT STABILIZED CONSTRUCTION ENTRANCE / EXIT PER CASOA BMP TG1. AY VARY QUE TO THE FIELD CONOMONS AND ADDITIONAL GRAVEL BAGS MAY 0O000 (SE-10) INLET PROTECTION PER CASDA BNP SE-10
REV. DESCRIPTION APP'D DATE
BASED AN SHERR OF THE EROSION CONTROL PLAN: HOWEVER ARE NOT LOCATION DEPARTMENT OF PUBLIC WORKS DEVICES SHOVIN ON PLAN SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE RESIDENT ENGINEER 15. PLACE MIRARI FILTER FABRIC INSERT INTO CATCH BASIN OPENING AND PROTECT WITH GRAVEL BAGS (RMP SE-10' SCHEDULING PER CASON BMP EC.1 CITY OF CAMARILLO
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER AFTER FACH RUNOFF PRODUCING
HTDRUSEELING PER CASUA BAP CUM EROSION AND SEDIMENT
ASION CONTROL MEASURES DUE TO UNCOM STED CRANING ROERATIONS OP GRAVEL BAG BERM PER CASDA BMP SE-6 ACCEPTABLE SUBSTITUTE FOR FIBER ROLLS CONTROL PLAN
STREET SWEEPING AND VACUUVING PER CASDA BUP SE-T THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 00000000 SWPPP NO.
WIND EROSION CONTROL PER CASA BMP WE:1 WDID NO.
ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON ON CONTROL FACILTIES AS SHOWN ON THE APPROVED ENTRANCE / OUTLET TIRE WASH PER CASUA BMP TC3 DRN BY: DES BY: ICK'D BY:
RADED AREAS AROUND THE PROJECT PERIMETER MIST DRAIN AWAY FROM THE FACE OF THE SI OPE AT THE CONCLUSION OF FECSUPERINTENDENT INDICATEO HERE: REVIEWED:
ANY AND ALL APPLICABLE CASUA NON-STORMWATER bMPS (INCLUSIVE OF NS•1 THROUGH NS-10 EACH WORKING DAY.
APPROVED:
ANY AND ALL APPLICASLE CASOA WASTE MANAGEMENT BMPS INCLUSIVE OF WM.1 THROUGH WH-10)
RA ROSION CONTROL DEVOES ARE TO REMAN IN LACE UNT HOROSEEDED AREAS ARE ESTABLISHED AND NO
DEPUTY DIRECTOR, ENVIRONMENTAL/STORMWATER DATE
DATE
PREPARED BY: DE DESION ASSOCATES. IN PLAN CHECK CONSULTANT EXPIRES DATE: 9/30/23
WILLAN I RECOMMENDED BY:
PROJ. NUMBER
EXPIRES: 9/30/2024 DATE SPEC. UNDERE SHEETSC OF 8
Ic-
8/9/22
DEMOLITION KEYNOTES / LEGEND
REMOVE EXISTING CONCRETE AND BOSE ROCK
FD RAILROAD SPIKE P
REMOVE EXISTING ASPHALT AND BASE ROCK.
REMOVE EXISTING LANDSCAPE AREA, CURB AND EXISTING TREES.
REMOVE EXISTENS BUILUING
REMOVE EXISTING WALL
REMOVE EXISTING INLET.
REMOVE EXISTING SIGN.
RE CAST CAN LENA FONGE
REMOVE SERVICE CONNECTEU TO CASTING BUILDING.
REMOVE AND RELOCATE EXISTING POWER POLE
DEMOLITION NOTES
ERIALS, THE CONTRACTORIS RESPONSIBLE FOR FAMILARDING THEMSI WITH THE SCOPE AND EXTENT OF REMOVAL:
kY UTILIES I bE REMOVED SHALL BE DISCUNNECTEU AND REMOveD PER InE KeWU HEMENtS OF IHE RESPECHIVE URLI.
OMPANY AND AS APPROVED BY THE CITY OF CAMARILL
TISTHE CONTRACTORS RESPONSIBILITY TO NOTIFY THE GEOTECHNICAL ENGINEER 48 HOURS IN ADVANCE OF ANY GRADING ND FILLING OF THE SITE RELATING TO ANY CEMOLITION OR REMOVAL OF SITE FEATURE:
IN GENERAL ACE MATER 2 SHAL MOT CONTAN CLUNA LARGE THAN GICHES IN IS GEAREST OWENSON MIT KUMORE:
COMPLY WITH ALL APPLICABLE REGULATIONS AND SAFETY ORDERS IN EFFECT AT THE CONSTRUCTION SITE PROTECT OPEN
TEA AND PARK SERIE CONTRACTOR ACKNOWLECGES THAT THEY HAVE THOROJGHLY INFORMED THEMSELVES REGARCING REQUIREMENTS OI PERFORMED BY THE CONTRACTOR, INCLUDING TOPOGRAPHY, APPROACHES AND IMPROVEMENTS ON OR ABOUT THE SITE.
THEIR SCHEDULE WILL MAINTAIN RESPONSIBILITY.
STREE
CONTRACTOR TO PROVIDE ALL CONSTRUCTION BARRICADES REQUIRED BY GOVERNING AGENCIES AND AS NOTED IN
13. NO TRENCHING DEEFER THAN S-FEET SHALL BE ALLOWED WITHOUT THE CONTRACTOR OBTAING A PERMIT FROM OSHA
16. THE EXISTING POOL IS ABANDONED / EMPTY, THERE ARE NO EXPECTED DISCHARGES FROM IT.
HOUCK 5. VERHEAD UTILITIES ARE REQUIRED TO BE UNDERGROUND ADJACENT TO SKTWAY DRIVC, INCLUDING POWER POLES,
15. PORTION OF EXISTING 0-INCH WATER LINE SHOWN IS TO BE ABANDONED BY FILLING WITH SLURRY.
Scale 1* = 20 f
REVIEWED:
DIRECTOR, COMMUNITY DEVELOPMENT DATE
KEVIEWEU:
REV. DESCRIPTION APP*D DATE
TREE 16 PALM STUMP DEFUIT DIRECIOR, CAPITAL PROJECIS DATE DEPARTMENT OF PUBLIC WORKS REVIEWED: CITY OF CAMARILLO
EX EF WATERLINE TO BE ABANDONED
TRAFFIC ENGINEER DATE
DEMO PLAN
REVIEWEU.
SKYWAY DRIVE DRIVE
MAINTENANCE SUPERINTENDENT DATE
PLAN CHECK CONSULTANT DRN BY: DES BY: ICK'D BY:
REVIEWED:
W WINDAN
APPROVED:
DEPUTY DIRECTOR, ENVIRONMENTAL/STORMWATER DATE
DATE
C 508 8 3: 0302023
WATER SUPERINTENDENT DATE
SPEC. NUMBER PROJ. NUMBER
DATE
WATER RECLAMATION SUPERINTENDENT DATE F.B. SHEET 4 OF 8
GRADING CONSTRUCTION KEYNOTES / LEGEND
123.08'
NSTRUCT HARDSCAPE, INSTALE MATERIAL ON 4' AGGREGATE BASE. SEE LANDSCAPE PLANS FOR PRODI CIFICATION, PRODUCT TO BE 4° P.C.C. UNLESS NOTED OTHERY CONSTRUCT 6-INCH P.C.C. CURB (TYPE A.1) PER CITY OF CAMARILLO STANDARD PLATE E.A1. 13479
CONSTRUCT INCH CURB FACE PER DETAIL 1 ON SHEET 7.
IRANSITIUN FROM BINGH CURS FACE TOCANCH CURB FACE AS SHOWN HERCON, MIN. TRANSITION LENGTH 3-FEET. I CoNSTRUCT CoNG. SIDEWALK PeR DETALZ ON SHEET 7
CONSTRUCT CURB RAMP PER SPPNC STD. PLAN NO. 111-5. CASE D TYPE-2.
ACCESSIBLE PARKING, SLOPE 2% MAX. IN ANY DIRECTION. STRIPING AND SIGNAGE PER ARCHITECTURAL PLANS.
S1°17'24"W= 59.61
CONSTRUCT RIBBON GUTTER PER DETAIL 3 ON SHEET 7.
INSTALL DRAINAGE INLET PER STORM DRAW PLW. TOP OF GRATE ELEVATION PER THIS PLAN.
CONSTRUCI DRIVEWAY PER SPRVIC SID. PLAN 1T0-2 TYPE C. MOTH PER PLAS 0,433
CONSTRUCT CROSS GUTTER PER CITY OF CAMARILLO STANDARD PLATE E-3.1 CONSTRUCT E-INCH P.C.C. CURB AND CUTTER (TYPE A-21 PER CITY OF CAMARILO STANDARD PLATE E.4.1 CUTIFILL DAYLIGHT LINE.
1 LINIT OF GRADING.
CONSTRUCT CURB RAMP PER SPPWC STD, PLAN NO. 111-5, CASE & TYPE-2.| STREET
N88°44'55"W
82.14'
150 7S15 7509
1.50%
55026 10 2. 9130978
30 7.
GRADING NOTES
11500 684g 207% 58.74
A + DUVE CLUSTER - 700/10 PERNER HE THIS OTO CANT BEEN HED SON GRADE G) TO BULONG WALL CONSTRUCT STEN WALLABUK ING 59069 70.33 TS HOUCK
ALL HARDSCAPE SOLACENT TO STRUCTURES SHALL SLOPE AT A MINIMUM OF 24 FOR 5 FEET AWAY FROM THE FOUNDATION
50.38 IMPROVEMENTS WITHIN CITY OF CAMARILLO PUBLIC RIGHT OF WAY. INCLUDING (BUT NOT EXCLUSIVE OF) FENCES, ORIVEWAYS, AND UTILTY S1°15'04
FOOF SHADE ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON FOR REFERENCE ONLY.
TOP OF WALL CALLOUTS REPRESENT TOP OF RETAINED SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS, BOTTOM O WALL CALLOUTS REPRESENT FACE OF WALL AT FINISHED SURFACE.
1.107 72
71.59 CLEARING AND GRUBERG SHOULD EXTEND TO THE OUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS.
ALL GRADING SLOPES SHALL BE PLANTEU AND SPRINKLERED,
STANDARD 12-NCH MIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES.
10. NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM BXCAVATIONI MAN. MADE FILL SHALL BE COMPACTED TO A MINMUM RELATIVE COMPACTION OF 90% MAX, DRY DENSITY WITHIN 40 BELOW FINISH GRADE AN 1,30 2. TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. OBTAIN GRADING INSPECTORS AND DEPARTMENT • 10,B$ TE UBLIC WORKS APPROVAL OF PROPOSED PROCEDUR
71.50 11.30 13 SIDEWALKS AND DRIVEWAYS WILL BE REQUIRED TO MEET CURRENT ADA STANDARDS
69.18. _(70.95
14. ALL SIGNAGE WILL BE UNDER A SEPARATE PERMIT.
737 /78.51
71.00 FS
140) 712659 THE PES TREE
DIRECTOR, COMMUNITY DEVELOPMENT DATE
HONE REVIEWED:
71 FAL
BESCRIPIION APP'D DATE
: POC PAL:
71.18 TS 7114 TC DEPUTY DIRECTOR, CAPITAL PROJECTS DATE
DEPARIMENT OF PUBLIC WORKS
- 7188 TS REVIEWED: CITY OF CAMARILLO
0,03% TRAFFIC ENGINEER DATE
REVIEWED: GRADING PLAN
MATCHLINE - SEE SHEET 6
MAINTENANCE SUPERINTENDENT DATE
PLAN CHECK CONSULTANTI
REVIEWED: ORN BY: DES BY: ICK'D BY:
APPROVED:
PREPARED BY: DEPUTY DIRECTOR, ENVIRONMENTAL/STORMWATER DATE DATE
1 0% 30/30/2023
WATER SUPERINTENDENT DATE
RECOMMENDED BY
DATE PROJ. NUMBER
WATER RECLAMATION SUPERINTENDENT DAIL F.E c-
MATCHLINE - SEE GRADING CONSTRUCTION KEYNOTES / LEGEND
70.8215 SPECTATOR PROPE TO BE PACE, UNES ATE OTHERNSE SEE LANDSCAPE PLANS FOR PROOUCT
71.27 T9 BUNS RUCT BARCH P.C.C. CURB (ITPE 8-1) PER CIEY OF CAMARILLO SIANUARD PLATE E-4,1 CONSTRUCT CINCH CURB FACE PER DETAIL 1 ON SHEET 7.
2024 TS
TRANSITION FROM 6-INCH CURB FACE TO O-NCH CURB FACE AS SHOWN HEREON, MIN. TRANSITION LENGTH 3-FEET.
70.30 S 70 967S 70.73 IS CONSTRUCT CONC. SIDEWALK PER DETAIL 2 ON SHEET 7.
CONSTRUCT CURB RAMP PER SPAW STO, PLAN NO. 11-5, CASE D TYPE-2 N1°08'57"E ACCESSIBLE PARKING, SLOPE 2% MAX IN ANY DIRECTION. STRIPING AND SIGNAGE PER ARCHITECTURAL PLANS
20.97 372.33'
7102 C
INSTALL DRAINAGE INLET PER STORM DRAIN PLAN TOP OF GRATE ELEVATION PER THIS PLAN. 11097S
CONSTRUCT DRIVEWAY PER SPPWC STD. PLAN 110-2 TYPE C, WROTH PER PLAN.
71.07 TS
CONSTRUCT INCH P.C. CURB AND GUTTER (LYC AYCK CITY OF GAVAKILLO STANDARD PLATE t-4.
CUTFILL DAYLIGHT LINE
70.88 TS LIMIT OF GRADING
7065 TS 1 5050)
CONSTRUCT CURB RAMP PER SPPWC STD. PLAN NO. 11%5. CASE B TYPE-2
70.627C 70090 S
-=
0721279 GRADING NOTES
1102275 STREET
1308879 PROVIDE SANCHES MINIMUM CLEAR SPACE FROM FINISHED SOIL GRADE (FG) TO BUILDING WALL CONSTRUCT STEM WALL AT BUILDING ALL HARDSCAPE ADVACENT TO STRUCTURES SHALL SLOPE AT A MINIMUM OF 2% FOR 5-FEET AWAY FROM THE FOUNDATION
70.30 TS 7061 TS 106779
IPROVEMENTS WITHIN CITY OF CAMARILLO PUBLIC RIGHT OF WAY, INCLUDING (BUT NOT EXCLUSIVE OF FENCES, CRIVEWAYS, ANDUTILITY
70.07 F5
70005 F 383478
7028TS
ADA MANUKALS, PARKING SIGNS, AND PARKING SKIPING ARE PER ARCHITECIURAL PLANS AND ARE SHOWN HEREON FOR REFERENDE ONLY,
SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS, BOTTOM OF HOUCK
CLEARING AND GRUBBING SHOULD EXTEND TO THE CUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS.
ALL GRADIO SLURES SHALL BE PLANTEU AND OMRNKLEREU
STANDARD 12ANCH HIGH BERM IS RECURED AT TOP OF ALL GRADED SLOPES. -10.97 TS.
10. NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION 7094 TG MAN-MADE FILL SHALL BE COMPACTED TO A MENIMUM RELATIVE COMPACTION CF 90% MAX. DRY DENSITY WITHIN < BELOW FINISH GRADE AND ON ENA DIES US SEN SEE SONS BE ENS GRADE, UNLESS ALONE RELATIVE COMPACTION NOT LES THAN 2% OF MAX.
TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. OBTAIN GRADING INSPECTORS AND DEPARTMENT OF PUBLIC TURAO APPRUVAL UF PROPUSEU PRUCEUURES.
SIDEWALKS AND DRIVEWAYS WILL BE REQUIREO TO MEET CURRENT ADA STANDARDS ALL SIGKAGE WILL 8E UNDER A SEPARATE PERMIT
L70021 FS.
70837E
829.68 7C-
REVIEWED:
2031 TS
DIRECTOR, COMMUNITY DEVELOPMENT DATE
KEVIEWEU
REV. DESCRIPTION APP'D DATE
DEPUTY DIRECTOR, CAPITAL PROJECTS DATE DEPARTMENT OF PUBLIC WORKS REVIEWED: CITY OF CAMARILLO
-191.98 TRAFFIC ENGINEER DATE
S88°51'03'E GRADING PLAN
REVIEWED:
SKYWAY DRIVE
MAINTENANCE SUPERINTENDENT DATE
PLAN CHECK CONSULTANT DES BY: CK'D BY:
REVIEWED: DKA BT:
W WUDAN APPROVED:
DEPUTY DIRECTOR. ENVIRONMENTAL/STORYWATER DATE
PREPARED BY DATE
CIT ENGINEER
CE 50878 EXPIRES: 9/30/2023
WATER SUPERINTENDENT DATE
RECOMMENDSD BY
SPEC. NUMBER PROJ. NUMBER
DATE
WATER RECLAMATION SUPERINTENDENT DATE FR
SIDEWALK RIBBON GUTTER
SECTION 'A'
SCALE: 1°=10'
8 CHAIN I A FENCE
8' CHAIN LINK FENCE O CHRIN LINK FENCE
8 CHAIN LINK FENCE
35' CHAIN UNK FENCE
JOIN TO EX. CURB AND GUTTER
• EX WALL TO REMAI
SECTION 'B'
SCALE: 1'=10'
CRAMSON DONT TO RANSOM JONAT
SEE NOTE 74 1
- 1/4° RADIUS
CONCRETE: JOINT FILLER BITUMINOUS
SAC OR PAC PAVEUENT PLAN L TOP OF CURB
1/8 RAMIIS
EXPANSION AND SCORED JOINT. DETAI
MOTE RANGION TRUES SHAL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER VARIES * BPER PLANS + O' MIN.
2. EXTEND THE FUL DEPTH OF THE CONCRETSHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL SPACING COAT MATCHES THE ASHENACED AT INTERVALS OF APPROXIATELY 15' [4572mm] OR AT A • 3% MAX.
FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 11/2 TO 12 BATTER (BOTH SIDES) • 7% MAX.
LEVEL SIDEWALK OR MATCH SCORED NTS OF EPENT PURED AT THE SPACING INDICATED FOR THE WIDTH OF
UPICAL SECTIOS
ON'T TO SCRE CURB SIDEWATO SETAIL NANA REE MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH 1/4* DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.
KEVIEWED:
DIRECTOR, COMMUNITY DEVELOPMENT DATE
REVIEWED:
REV. DESCRIPTION APP'D DATE
A.C. PAVING HOLD DEPUTY DIRECTOR. CAPITAL PROJECTS DATE
DEPARTHENT OF PUBUC WORKS
REVIEWED: CITY OF CAMARILLO
SWALE TRAFFIC ENGINEER DATE
REVIEWED: GRADING DETAILS
MAINTENANCE SUPERINTENDENT DATE
PLAN CHECK CONSULTANT
REVIEWED: ORN BY: DES BY: CK*D BY:
APPROVED:
DEPUTY DIRECTOR, ENVIRONMENTAL/STORMWATER DATE
DATE
ROCK AN RCE 30878 ExPRESS/30/2023
WATER SUPERINTENDENT DATE
RECOMMENDED BY:
RIBBON SITTER SPEC. NUMBER PROJ. NUMBE
DATE
WATER RECLAMATION SUPERINTENDENT DATE F.B. PG. SHEET 7 OF 8 C-
FD RAILROAD
UTILITY CONSTRUCTION KEYNOTES / LEGEND
- S
PUINI OF CONNECTOR TO BUILDING, See MEP PLANS UR CORTINUAFION 3 ) INSTALL CLEAN OUT PER CAMARILLO SANITARY DISCTRICT STANDARD PLATE 16. 4) INSTALL GREASE INTERCEPTOR WITH 6-INCH SDR-26 SERVICE LATERAL - SD A PR SUR SO SIUR DRA. LENIR AND SLURE PER PLAN.
INSTALL 8 PVC SUR 35 SIORM DRAIN, LENGTH AND SLOPE PER PLAN. - SD (2) INSTALL 12° PVC SOR 35 STORM DRAIN. LENGTH AND SLOPE PER PLAN. — SD INSTALL 19* PVC SDR 35 STORM DRAIN. LENGTH AND SLOPE PER PLAN. 25) INSTALL CURB OPENING CATCH BASIN PER SPPWC STANDARD PLAN 3004.
INSTALL ACO POWERDRAIN S200K TRENCH DRAIN, OR APPROVED EQUAL.
INSTALL CONTECH COS1515-3-C UNIT, OR APPROVED EQUAL, FOR PRE-IREATMENT INSTALL THREE CONTECH 103 URBANGREEN RH SRPE CISTERNS, OR APPROVED EQUAL CISTERNS
SPECIFICATO WEST WATER METER SERVICE PER CITY OF CAMARLO WATER DINESON STANDARO INSTALL 1.0 IRRIGATION METER AND BACKLOM DEVICE PER CIT OF CAMPOLLO WATER DIVISK STANDARD SPECIFICATION W-1
NSTALL 6 AAWA C900 DR-14, PVC PIPE, 42 MIN COVER, TRENCH AND BACKFILL PER CITY O
UTILITY NOTES
BACKFRLING AND COMPACTION FOR ALL TRENCHES PER APPLICABLE AGENCY STANDARDS AND SHALL BE INSPECTED AND PROVIDED VOLVE 70 CAL
SILE ARE RE ONE A RESPONSE REACT ENTER EDENT AND MORE PSTEAM, THEY ALL WORK ON-SITE AND IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. NOTE THE LAN 5000 RELE EAT OF ADITON: PERMITS TO BE OBAMED FROM THE CITY PRIOR TO ANY WORK BEING CONE N THE
JERAL CONTRACTOR SHALL COURDINATE ALL SNDERGROUND UTILITIES, PROVIDE B-INCHES MINIMUM BETWEEN P ISING ELECTRICAL LINES HORIZONTALLY AND 12-NCHES MINIMUM BETWEEN PARALLEL PIPES CROSSING ELECTRICAL FOR UTILITY MATERIALS AND TYPES, SEE CITY STANDARDS AND /OR THE PROJECT SPECIFICATIONS.
SHALL ME SHALL STE 17 MINAUN ABOVE SANITARY SEWER LINE AT AL CROSSINGS AND SEPABATION REOWREMENTS SRIMUM COVER FUR WATER LINES IS STEEl
NSPECT BACKFALING THE WATER MAN AND POINTS OF CONNECTION, CAL THE GITY OF CARLO WATER MEION FOR STREET 9, PORTION OF EXISTING B INCH WATER LINE SPECIFIED ON PLANS TO BE ABANDONED, _ HOUCK
REVIEWED.
DIRECTOR. COMMUNITY DEVELOPMENT DATE
REVIEWEU
REV. DESCRIPTION APP*D DATE
DEPUTY DIRECTOR, CAPITAL PROJECTS DATE DEPARTMENT OF PUBLIC WORKS REVIEWEU: CITY OF CAMARILLO
TRAFFIC ENGINEER DATE
UTILITY PLAN
REVIEWED.
SKYWAY DRIVE DATE
-ELEVATION IN OUTRITY INERT PLAN CHECK CONSULTANT MAINIENANCE SUPERINTENDENI --SKYWAY DRIVE ORN BY: DES BY: ICK'D BY:
REVIEWED:
FD 1-1/4 BRASS CAP per (R1) S
APPROVED:
DEPUTY DIRECTOR, ENVIRONMENTAL/STORMWATER DATE
A ENGINEER DATE
EX RUB/30/2023
WATER SUPERINIENDENT DATE
DATE SPEC. NUMBEr PROJ. NUMBER
RESE EXPIRES: 9/30/2026
WATER RECLAMATION SUPERINTENDENT DAlE F.B. SHEET 8 OF 8-
EROSION CONSTRUCTION NOTES / LEGEND
SIT FENCE PER CASOA ANO SE.
FO RAILROAD SPIKE po SANSAS BAKER PER CASUA BAN 3E-0
STABILIZED CONSTRUCHION ENTRANCE VEXIT PER CASCA BMP TC-1
HE FOLDING OR SHE ARE PART OF THE EROSION CONTRCL PLAN HOWEVER ARE NOT LOCATION SCHEDULING PER CASQA BMP EC.1
HYURUSEEUING FOR CASUR BMP CUM
GRAVEL BAG BERM PER CASOR BMP SE-6 (ACCEPTABLE SUBSTITUTE FOR FIBER ROLLS, STREET SWEEPING AND VACUUMING PER CASDA BMP SE-?
WIND EROSION CONTROL PER CASDA BMP WE-1
ENTRANCE / OUTLET TIRE WASH PER CASA BMP TG3
ANY AND ALL APPLICABLE CASO NONSTORMHATER BMPS (INCLUSIVE OF NS-1 THROUGH NS-16) ANY AND ALL APPLICABLE CASOA WASTE MANAGEMEN I BMPS (INCLUSIVE OF mM-1 THROUGH V0-10)
EROSION CONTROL NOTES
TEMPORARY EROSION CONTROL FRIOR TO COMPLETION OF FINAL IMPROVEMENTS SHALL BE PERFORMED BY THE CONTRACTOR AS INDICATED BELOW:
1. ALL GRADED AREAS ARE TO RECEIVE HYDROSEED EROSION CONTROL, HYDROSESDING TO EXTEND 5 FT BEYOND DAYLIGHT LINES. • EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE NADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, ALL NECESSARY MATERIALS SHALL B
TOCKPILED ONSITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINEN
3. DEVICES SHOWN ON PLAN SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE RESIDENT ENGINEER.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER AFTER EACH RUNOFF PRODUCING RAINFALL WHICH TRACTOR SHAL INSTAL ADITION. EROSION CONTROL MEASURES DUE TO UNCONFIETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDE
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. TEMPORARY CRUSION CONIRUL DEVICES ARE TO REMAIN IN PLACE UNTIL HYDROSCEDED AREAS ARE ESTABLISHEO AND NO EROSION IS EVIDENT.
11. EROSION CONTROL DEVICES MUST BE IN PLACE DURING THE ABOVE STATED PERIOD.
12. CLEAN OUT MUD AND SILT AFTER EACH RAIN OR AS DIRECTED BY THE CITY INSPECTOR.
13. THE CO NEESO THE GRAVEL BAGS AS SHOVIN MAY VARY OUE TO THE FELO CONDIONS AND ADITIONAL GRAVEL BAGS MAY BE RECURED AS ORECTED BY SE-1
15. PLACE MIRAFI FILTER FABRIC INSERT INTO CATCH BASIN OPENING AND PROTECT WITH GRAVEL BAGS (BMP SE-10.
NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL EROSION CONTROL FACILMES AS SHOWN ON THE APPROVED EROSION CONTROL PLAN OR AS
THE CONTACT PERSON RESPONSIBLE FOREST THE CONSTRUCTION SUPERINTENDENT INDICATED HERE 1 HOUR MONTACT TEI EOHONG MIRI
= BUSTING POUL IS ABANDONED / EMPTY, THERE ARE NO EXPECTED DISCHARGES FROM REVIEWED:
DIRECTOR, COMMUNITY DEVELOPMENT DATE
REVIEWED:
TС-З
DESCRIPTION APP'D DATE
DEPUTY DIRECTOR, CAPITAL PROJECTS DATE
DEPARUMENT OF PUBUC WORK:
REVIEWED: CITY OF CAMARILLO
TRAFFIC ENGINEER DATE
SE-8 REVIEWED: EROSION CONTROL
PLAN FOR DEMOLITION
585103-6
DRIVE- _ DRIVE -- PLAN CHECK CONSULTANT MAINTENANCE SUPERINTENDENT DATE REVIEWED: DRN BY: DES BY: CK*D BY:
E0 1-14 BRASS CAP per (h
APPROVED:
DEPUTY DIRECTOR, ENVIRONMENTAL/STORMWATER DATE
DATE
CE 50878
WATER SUPERINTENDENT DATE
RECOMMENDED BY:
DATE PROJ. NUMBER
WATER RECLAMATION SUPERINTENDENT DATE F.B. SHEET 4 OF 8
KEYNOTES
VCRETE FLATWOR
N 885143:
CYCLE RACK
123.08*
IN LINK FENCE (8 - 0"
I LINK FENCE (3-6)
STANDARDS ND DREWAYS TO MEET CURRENT ADA
- 32.24
PARKING REQUIREMENTS
SUACES PE COURT REQUIRED.
32 SPACES REQUIRED FOR COURTS
BLEACHER SEATING AREA: 1,386 SF
32.17 50 38 1 SPACE PER 10 SQUARE FEET REQUIRED.
32.04 35 SPACES REQUIRED FOR SEAING
N88'08'57"E
= 280061* TOTAL SPACES REQUIRED. 87 SPACES
32.23]
PARKING PROVIDED: 46
ECIPROCAL PARKING AGREEMENT WIT
JACENT PARKING LO
LAUTERBACH & ASSOCIATES
- 32.13
GENERAL NOTES
NOT IN SCOPE 3210%
- 32.01
{3224
HOUCK STREET
32.04 132.07
PLEASANT VALKY PLEASANT VALLEY REC & PARK DISTRICT
-32.01
CLIENT ADDRESS: 1605 BURNLEY ST CAMELLO CA 93010
RECREATION & PARK DISTRICT
SKYWAY DRIVE
588°6103'E
SITE PLAN - PROPOSED Print Date 8rer2020 PM
SITE PLAN - OPTION 4 Proj. No.: 20-210104
1" = 20-0
PICKLEBALL COMPLEX CENTER FOR
PLEASANT VALLEY REC & PARK DISTRICT A-1.01
PROJECT ADDRESS. 528 FREEDOM PARK DR CAMARLIO, CA 93010 123,08
$172"E
- 250.61*
FLAUTERBACH & ASSOCIATES
NOT IN SCOPE PHASE 1 LIME OF WORK
HOUCK STREET
- AREA OF WORK
PEASANT VALE PLEASANT VALLEY REC & PARK DISTRICT
PHASE 4 AREA OR WORK
CUENT ADDRESS: 1605 BURNLEY ST CAMARILLO CA 93010
SKYWAY DRIVE RECREATION & PARK DISTRICT
$ 88 51 03 5
1 SITE PLAN - EXISTING SITE PLAN - EXISTING Print Date: 11/28/2023 407:19 PM * = 20-0 raj No: 22-210104
PLEASANT VALENE PARK OSTRET A-1.02
CONSTRUCTION NOTES
I TO BE CONSTAN
133 08
POOL TO BE DEMO ISHER
CES OR CONFLCTS IN
CONSTRUCTION, DO NOT
PHASE 1 AREA OF WOR
FOOL COME THES
HE CONTRACIOR SMALL BE KESPONSIBLE FOR IME DEVELOPMENI, COURDINARON AND SAME CACCUIK * AT CONTRACT COSE TO THE CANER, CONTRACTOR SHALL CORRECT WORK INSTALLED IN CONFLKT WITH LAUTERBACH & ASSOCIATES
NOT IN SCOPE
HOUCK STREET
21,COSTING UTILIMES TO BE ABANDONED AND PROPERLY DESTRUCTER BUGGED ARCADER BE BROUGENER
DEMOLITION NOTES
FOR REFRENCE ONLY -
DEMOLITION UNDER SEPARATE PERMIT
PLEASANT VALLEY PLEASANT VALLEY REC & PARK DISTRICT CLENT ADDRESS: 1605 BLRMLEY ST CAMARILLO CA 93013
RECREATION & PARK DISTRICT
SKYWAY DRIVE
5865-10 E
• SITE PLAN - PHASE 1 DEMOLITION PLAN Prik Doks 1572802340809 PM SITE PAN - DEMOLITION PLAN Proji, No: 22-210404
PICKLEBALL COMPLEX CENTER FOR
PLEASANT VALLEY REC & PARK DISTRICT A-1.03
PROJECT ADDRESS. 528 FREEDOM PARK OR CAMARILLO. CA 930%0
PLEASANT VALLEY
RECREATION & PARK DISTRICT
LAUTERBACH & ASSOCIATES
^ r A n ВИІ ^ r
OUCK STREE
PLEASANT VALLEY REC & PARK DISTRICT CUENT ADDRESS: 1885 BURNEY ST CAMARILLO CA 93010 1 SITE PLAN - PHASE 1 2 SITE PLAN - PHASE 2 3 SITE O-AN - PHASE 3 A SITE PLAN - PHASE 4 ' = 400
ROJECT
PHASING PLAN Print Date: 8/8/2024449.48 PM
Proj. No.: 20-21040
PICKLEBALL COMPLEX CENTER FOR
PLEASANT VALLEY REC & PARK DISTRICT A-1.04
PROJECT ADORESS: 528 FREEDOM PARK OR, CAMARILLO, CA 93010
COLOR LEGEND
CEMENT PLASTER, PAINTED: PPG- PEASANT VALKY
CONÇESSIÓNS
FASCIA, PAINIED: METAL SALES RED (24)
FUTURE
BUILD OUT™
METAL ROOF PAINT, PAINTED: METAL
SALES RED (24) OFFICE
CMU VENEER: SPLIT FACE WITH RECREATION & PARK DISTRICT
CHAIN LINK FENCE ANTI GRAFFITI COATING, TABU 412-3
FIBERGLASS DOOR, PAINTED: PPG- KEYNOTES
AUTUMN GREY 1028-5 STEL CON ABOVE
WOOD FASCIA (16)
TE FLAIMORK
SHADE
STRUCTURE
CRAS AND ARTS ME CORREN ALA
MAUC SKUblUReS- rKUr
O SHA=190 3/16 210
LAUTERBACH & ASSOCIATES
~0z.01 -06.09
3 1/2°
- 05.2b.
3 SHAF STRUCTURES - SIDE
STRUCTURE
1[32.13
07.01 4 A1.03
- 3219]
PLEASANT VALLEY REC & PARK DISTRICT CLIENT ADDRESS: 1605 BURNLEY ST CAMARILO CA S301E 6 ENTRY PAVILION - SIDE 4 ENTRY PAVILION- FRONT 2) ENTRY PAVILION - FLOOR PLAN • SHADE STRUCTURES - FLOOR PLAN Prix Date 11/28/2023 2038 PM
PLANS AND ELEVATIONS
Prot No. 20-210404
PICKLEBALL COMPLEX CENTER FOR
PLEASANT VALLEY REC & PARK DISTRICT A-1.05
PROJECT ADORESS: 528 FREEDOM PARK OR CAMARILLO, CA 99010
KEYNOTES
EXISTING POOL WALL, TO REMAN
TEL SHADE STRUCT AS EQUIRED WITH ORANGE SYSTE
32.20 PEASANT VALLEY
CENTRAL COURT
40202] RECREATION & PARK DISTRICT
102-02
B CENTRAL COURT - SECTION
88 - C
28'-6i LAUTERBACH & ASSOCIATES
25 - 0
COLOR LEGEND •00
MAX SLOPE 12% MAX SIO 1236
EMEN PLASICK. PANIEDAPPC
VINTER MOOD 14-16
SIURAGE
FASCIA, PAINTED: METAL SALES RED (24)
ETAL ROOF PAINT, PAINTED: META
ALES RED (24
VENEER: SPLIT FACE V UNISEX ADA
GRAFFITI COATING, TABU 4- 30 - 0"
FIBERGLASS DOOR, PAINTED: PPG-
[22.04 AUTUMN GREY 1028-5
RESTROOM NOTE:
UNISEX AUA
UTILITIES
5 RESTROOM - SIDE [3214 -
1/4" = 1'-0"
UNISEX
-08.03
(32.20
UNISEX
20 - 0
PLEASANT VALLEY REC & PARK DISTRICT
22.04 48-0 CUENT ADDRESS: 1505 BURNLEY ST CAMALLO CA 93010 4) RESTROOM - FRONT 3 RESTROOM - FLOOR PLAN GENERAL COURT - FLOOR PLAN PLANS AND ELEVATIONS Prirt Deto: 11/28/2023 4-10:11 PM
Proji. No.: 20-210404
PICKLEBALL COMPLEX CENTER FOR
PLEASANT VALLEY REC & PARK DISTRICT A-1.06
PROJECT ADDRESS: 528 FREEDOM PARK OR, CAMARILLO, CA 93010 ROOF, FASCIA & CAP BEAM: SABLE END & CEMENT PLASTER WALLS METAL SALES RED (24) WINTER MOOD PPG 14-1
SOFFITS, VENT POSTS, DOORS & FRAMES: SPLIT FACE CMU WALLS: LAUTERBACH & ASSOCIATES AUTUMN GREY PPG 1028-5 TABU 412-3
PEASANT VALKY
SIMILAR PROJECT - MEL VINCENT PARK, CAMARILLO
RECREATION & PARK DISTRICT
Project No.:
COLORS AND MATERIALS 20-210404
PLEASANT VALLEY REC & PARK DISTRICT A-1.07
535 HOUCK ST. CAMARILLO
SYMBOLS GENERAL NOTES
COBUT POSTERED IN WAL OR CERING 1. VISIT JOB SITE AND VERIFY EXISTING CONDITIONS PRIOR TO BD. FIXTURE SCHEDULE
CON CONCEAD INK FOOK OK COLON ERADE
CONDUIT STUBDED CUT AND CAPPED
CONDUIT TURNED UP
CONDUIT TURNED DOWN SIA
WIRES IN CODE SIZER COME DEAR INTERNAT SUY PEN CLOTANONS MATCH MARKS INDICATE NO. OF
51B
5000K CCT
WATER IN AS STALE CONE IN MATERIN
CRUN CONNEGION
DSTRIPTON SWEETORO OR PANEL 6. FURNISH DISCONNECT SWITCHES AT REMOTE MOTORS.
PANEL, BRANCH GROUT TYPE, SURFACE AND FLISH
SOVL TERMINAL CAONE. SIRENE & FIISH 493,2694
FLORESCENT FIXTURE 54
COURAL PLANS FORDER SINNES DERRE INSTALLNE
za STE COAL NOR IN, LETTER NOGATES 8. SEE ACHIES
9 ERONINE NO CAR OR THAN AIR CODE RUS AN ATAN.
RECESSED FATURE WITH UNCTION BOX FOR THRU WIRING
818 EXIT LIGHT WITH ARRONS AS SHONN ON PLANS, WALL AND 10. ALL CONCUT RUNS SHALL CONTAIN A CODE SIZED GREEN GRANO WIRE
CELING MONI
LOT LEVEL CAR SON TO NT. tA TRAM VOCK VANP ". MAUSE PRISORE NOT COMPLETE LNTR APPROVED BY THE ATHORITY I2. ALL CONDUETORS SHVLL BE N CONDUIT. s
ECHANICAL EGUNMENT DESISNATO
BE MECHANICAL BRAVING 13. ALL CONDUCTORS SHILL BE COPPER WITH TYPE THEN/THAN INSULATION. LAUTERBACH & ASSOCIATES
SPECUL RECEFTACLE - SEE PLW
FLUSH FLOOR RECEPTACLE
APLEX RECEPTACLE MID. ABOVE BACKSPLISH ANY UTTY COMPANY CHARGES IN BID.
MPLEX RECEPTA LOWER MAL SNITCHED
GRAND FALT CRCUT NTERRUPTING RECEPTACLE SION COMPANY AND MAKE eGFI
DARLE AFLEX RECEPTACLE SERVICE COSTS AND ANY UTLITY COMPANY CHARGES IN D.
7. ALL PERMITS CHALL CE OSTANED AND PAD FOR BY CONTRACTOR
COLINO KEATIALO
RECEPTACLE, DUPLEX, 20A, 125V, NEMA 5-2CR +15" UND.
UNCTION BOX 4" SQUARE, IH/2" DEEP UNO.
THERNOSTAT FDO. +48"
MOTOR, NO. INDICATES HORSEPONER
CLOCK OUTLET +T-6 UNO.
DISCONNECT SWITCH, NON-FUSED
DISLERNECT SNITCH FUSED HORGEPONER RATED OR SLED AS
COMATON MAGNEIG STARTER WITH DISCONNEGT SNITCH AND
MAGNETIC MOTOR STARTER WHOVERLOADS IN EACH PHASE
OMMER W/INTEGRAL "ON-AT" SW.
PUSHUTTON
SNOKE DETECTOR
CABLE TV OUTLET H18" UND.
NOTION SENSOR
EASTING SWITCH
SINGLE POLE SNITCH
THREE WAY SWITCH
SWITCH W/PILOT LT.
MANUAL MOTOR STARTER 1235271 PLEASANT VALLEY REC & PARK DISTRICT
FACP FIRE MARM CONTRA PANEL
GRAND FALLT CIRCUIT INTERRLPTING
LABOR SAVING TANDEM
(R) RENOVE
CUENT ADDRESS: 1605 BURNLEY ST CAMARILLO CA 93010
CONCUT aLY SURFACE MANT
WEATHERFROCF VIG
писчеким
F.B.O. FURNISHED BY OTHERS, INSTALL & CONNECT CHP COD WATER PIPE U.NO INESS NOTED ORRYSE
AFF ABOVE FINISHED FLOOR
NATIONAL ELECTRICAL CODE HEATING AND AR CONDITIONING RATED CRCUT BREAKER
NOT IN CONTRACT HACR
EXSTING N.L. NIGHT LIGHT
NEW NOTE: NOT ALL SYMBOLS SHIONN ARE USED ON THIS PRAECT. GENERAL NOTES, SYMBOLS & FIXTURE SCHEDULE Print Dater:
Proj No.:
PICKLEBALL COMPLEX CENTER FOR
PLEASANT VALLEY REC & PARK DISTRICT SL-1
FROLECT ADDRESS: 528 FREEDOM PARK DR CAMARLO, CA 93010
STATISTICS
Description Symbol Avg MOX Max/Min: Avg/Min
11.9 TO 19.9 fc 5.9 fc 3.4:1 2.0:1
19.3 °c 25.3 fc 14.1 fc 1. 8:
COURT 3 12.6 fc 20.7 fc 6.1 fr 3 4.1
16.01C 1.8 TC 2.1:2
COURT 8 5.8 fo 1.7:1
COURT 9 +++++++++++++++ 11.7 fc 16.4 fc 8.8 fc
CORT 10
40.0 IC 40.9 FC 14.3 IC 1.9.1 1.4.4
COURT 14 20.9 tc 27.8 h 14.4 tc 1.9: ] 1.5:
COURT 15 11.6 fc 19.3 fo 6.1 fc 1.0.1
PARKING LOT 3.5 fc 13.9 fc 32:1 17.5:1
51B-1*
SIA 48.64 15.00
WN W S1B 113.19 -72.14 15.00 15.00 LAUTERBACH & ASSOCIATES S1B 94.43 152.38 15.00 15.00
S1B 94.25 80.14 15.00 15.00
S1B 113.19 15.00 15.00
S1B 112.97 15.00
S2 22.55 130.46 20.00 2U.UU
S2 57.82 130.56 20.00 20.00
S2 -57.65 -22.89 20.00 20.00
S2 -58.07 -94.05 20.00 20.00
S2 -22.07 -93.90 zU.UU 20.00
142 5
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[235211 PLEASANT VALLEY REC & PARK DISTRICT CLIENT ADDRESS: 1605 BURNLEY ST CAMELLO CA 93310
SITE LIGHTING PHOTOMETRIC PLAN
SITE LIGHTING PHOTOMETRIC PLAN Print Date:
SCALE: 1" = 20-0" 05.
PICKLEBALL COMPLEX CENTER FOR
PLEASANT VALLEY REC & PARK DISTRICT SL-2
PROJECT ADDRESS: 528 FREECOM PARK DR, CAMARILLO, CA 93010