2017-13545-G (Plans)RIGHTOFWAYWTE
OWNER IS TO OBTANNA CONSTRLCTIDNPERMITFROM THE ENGINEERING DEPARTMERTAT LEAST48 HOURS PRIOR TO
WORKING IN THE PUBLIC RIGHT OF WAY FAILURE TO DO SO WILL RESULT IN ISSLANCEOFA STOP WORKNOTICEAND
DOUBLEPERMITFEES RISTHERESPONSIMUTYOFTHEOWNERTOKNOWWHEREHISMERPROPERTYLINEIS
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ALUA CENT PROPERTY LINES. WATER ISTO DRAW AWAY
FROM STRUCTURES FOR A MWIMUM OF 5 FEETAT2 PERCENTAND BE CONVEYED TO AN APPROVED DRAIIAGEFACILITY.
UIXFFYNOTE
ALL UTUTIES SERVING THIS SITE SHALL BEWSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BEDONEINACCORDANCE WITH TIESFAANS, THESTANDARD SPECIFICATIONS FORPUSUC WORKS
CONSTRUCTION, THEDESIGN CONSTRUCTIONSTANOARDS OFTMEONOFENCINITASAND THE SANDIEGOAREA
REGIONAL STANDARDORAWINGS. ANYCHANGESOR REVISIONS THEREFROM SWILL REAPPROVEDBY THE CITY
ENGWEER PRIOR TO ANY REQUEST FOR INSPECTION.
2 THESOILSREPORT TITLED 'LIMITED GEOTECHNICAL INVESTIGATION. VENTURING RESIDENCEREMOOELANO
PLAN. ALL CR40INGSHALL BECKINEWACCORdWCE WITH THERECOMMEADA77ONSAND SPECIMATIM CONTAINED
INSAIOREPORT
3. SEPARATEAPPROVALSAND PERMTBFORANYCONSTRUCTION WTIHINPIBLIC RIGHT-OF-WAYOREASEMENTS SHALL
A WRITTENPERMISSION SHALL BE OBTAINEDFORANYOFFSTIEGIUMS.
5.CONTRACTORSHALLTAKEMYNECES54RYPREC4U MSREOUWMMP MCTAO.A WPROPERUESDURING
GR4DINGOPSM77ONS.ANYTHINGD GEOORDESTROYEDSHALLBEREPUCEDORREPAWEDTOCONDITICW
EMS77NG PRIOR TO GRADING
B. THE DEVELOPER SHALL BERESPONSIBLETHATANYMONUMENT OR BENCHMARK WHICH IS DISTURBED OR
DESTROYED SHALL SERE-ESTASUSHED AND REPLACEDBYA REGISTERED CIVIL ENGINEER ORA LICENSED LAND
SURVEYQR.
7 THE CONTRACTORSHA.L DESIGN, CONSTRUCTANDAWNTNN ALL S4FETYOEVICES, WCLUDW'G SHORING, AND SEAL
BERESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATEANO FEDERAL SAFETYAND HEALTHSTANDARDS, LAWS AND
REGULATIONS.
A GRADING AND EQUIPMENTOPERATING WITHIN ONE4ALF(172) MILE OFA STRUCTURE FOR HUMAN OCCUPM'CYSHALL
NOTSECONDUCTED BETWEEN THE HOWSOF13OPH AND730A.M. NOR ON SATURDAYS. SUNDAYS AND CITY
RECOGNIZED HOLIDAYS.
9. NO GRADINGOPERATIONSSNAIL COMMENCE IW IXA PRE CONSTRUCTIONMEETWG HASHEEN HELD OBSITEWIIN
THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR CIVIL ENGNEER, SOBS ENGINEER, GRADING CONTRACTORAND
PERMTTEE TWPREZONSTRLICTIONMEETWGSII4LLBESCHFDULEi)MTHTHEGTYATLEAST48HWRSINADVANCE
BYCALLWG (MO) 633-2770
10.PRtO MtL4ULINGOIRTOROMSTRUCTIONMATERALSTOANYPROP0. CONSTRUCTKWISREWNFIINTHIS
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED
HAUL ROUTE THEDEVELOPER SHALL COAPI.YWITHALL CONDITIONSAND REQUIREMENTS THECTTYENGINEER MAY
IMPOSE WTTHREGARDS TO THE HAULING OPERATION.
11, UPONFIA14L COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUTPRIOR TO FINAL GRADINGAPPROVAL
AND/OR FINAL RELEASE OFSECURITY, AN AS GRADED CERTIFICATION'SHALLBEPRDVIDEO STA77NG: 7HEGR4DING
UNDER PERMITN0.IWO-G FASBEENPERFORMED INSUBSTANTIAL CONFORMANCE WITH T14EAPPROVED GR40WG Pb
ERAS SHOWHON THEATTACHEDASIGRADEOPLAM. THIS STATEMENTSHALL BEFOLLOWEDBYTHEOATEANO
SIG AT TIRE OF THE CAUL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BEINSPECTEDAND TESTEDBYA QUALIFIED SOILS ENGINEERORUNDER HIS OIRECTIONHE
SHALL INAPECTANO TEST THE EXCAVATIONPUOEAENTAND COMPACTION OFFILLSAND BACKRU.SAND COMPACTION
OFTRENCHES. WSHALL SUBMIT SOILS RBWTSASREQUIREDAND WILL DETERIRNETHESUITABUTYOFMYFIU
MATERIAL. UPONCOMPLEDON OF GRADING OPERATIONSHESHALL STATE TMTOBSERVA17ONSAND TESTS WERE
MAOEBYHIM QRUNDERHISSUPERVISIONAND TEWTW HIS OPINION, ALL EMSANKMENTSANOEXC4VATIONSARE
13. THE CONTR4CTOR SHALL PROPERLY GRADE ALL S(C4VATED SURFACES TO PROVIDE POSTI NE DRAINAGE AND
PREVENT POWWNG CF WATER. HESHALL CONTROL SURFACE WATERANDAVOIDDAMAGETOADJOINING PROPERTIES
ORFAISHED WORK ON THESITEAND SHALL TAKEREMEDA MEASURE TOPREWALTEROSIONOF FRESHLYMELED
AREAS UNTIL SUCH TIMEAS PERMANENT DRAINAGEAND EROSIONCONTROL MEASURES HAVEBEEN INSTALLED.
14. ALL AREAS TO SE FILLED SHILL BE PREPARED TO BE FILED AND FILL SHALL REPLACED W ACCORDANCE WITH
STANDARDSPECIFICATION. ALLVEGETABLEMATTERANOOBIECTKW< M4 RASWLLLBEREMOVEDBYTHE
CONTRACTOR FROM THESURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOBS SHALL BE
REMOVED TO SUITABLEFIRMNATURAL GROUND. THEEAPOSED SOILS SHALL BE SCARIFIED TOA DEPTHOF 72INCHES
AND THEN COMPACTED TOA MINIMUM OF 00 PERCENT. RSNALL BE THE CONTRACTORS RESPONSISIUTY TO PUCE,
SPREAD. WATERANOCOMPACT THE FILL IN STRICTACCOROMCIEMTHSPECIFIC4TI0N5.
15 CUTANORU SLOPES SHILL SECUFAND TRIMMED TOFINISH GRADE TOPROOICE SMOOMSURFACEAND UNIFOR
UWCTFDBYTW ENGINEEROFWORKANDLEFTINANEATANDORMaYCMDITION. ALL STONES, ROOTSAN
WASTEMATTERDOVSEDOPEXCAVATIONOREMBANIOIENTSLOPESYMICHARELMBL TOBECOMELOOSEM
BEREMOVFDANDDISPOSEDOF THE TGEAND TOP OFALL SLOPESSHALL SEROUNDED INACCORDANCE WITH
GRADING ORDINANCE.
EGLWII:7qX•R:I:AM.11feaR&T..17pLllt#.fic' Ib:711:114 r01d.RITRY:UIIa7g.;pSN1Ala4d.L7:781'14:
17. THEREMOVAL OFANYANDALL CITYTREES SHALL BE CONSISTENTWTTH THECITYS URBAN FORESTMALMEMENT
PROGRAM. TREESLOCA7ED WITHIN CITYSTREETRWTM .WAY, ONCRYPROPERTY OR WNHINCITYEASEMENTSARE
REFERRED 70 AS CRY TREES AND SHALL BE PROTECTEUW PACE DURING CONSTRUCTION UNLESS SPECIFICALLY
APPROVED OTHERWISE. NO GRADING, EXCAVATION, ORDASNRBINCEOFCITY TREEROOT SYSTEMS SHALL OCCUR
WITHIN THE CITY TREE DRIP UNEAREA (THEAREA FROM THE TRUW OFATREE TO THEOUTERMOST EDGEOF THE TREE
C&OPYPROJECTION ON THEGROUND). FA CTIYTREE IS NOTCLEAWYLABELED TO BEREMOVED, IT MUSTBE
PROTECTEDINPLACE. EVENEAPPROVED BAPROVEMENISARE IN CONFLICT WITHA CTIYTREE. ITMIST NOTEE
DISTURBED UNLESS THEPUNISREVISED TOADDRESS THE TREEREMOVAL
IMPExnOusARFA
IMPERVIOUSAREA PRIOR TOCONSTRUCTION
BIDS SOFT
IMPERVIOUS AREA AFTER CONSTRUCTION:
5.779 SOFT
INCREASE IN IMPERVIOUS AREA:
-1.056SOFT
�IaI.d:Lawltxxcld.Y:Td.owm>�nerxn;aa
EROSION CONTROL
LINCASEEMERGENCYWORKISREQUIREO,CONTACT ELLENVENTURWO AT(978)BO6-7259,ZIHOURSACAY
2. EQUIPMENTAND WORKERS FOR EMERGENCY WORK SHALL BE MADEAVANABLEATAll TMES DURING THE RAINY SEASON
(OCTOBER I TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER i AT CONVENIENT
I=TOW TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN AS IMMINENT
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING
INSPECTOR.
4. THE CONTRACTOR SHALL RESTOREALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE 9477SFACTM OF THE
CITYEWOWER AFTER E4CH RUN-OFF PRODUCING RAINFALL.
5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ME45LRES AS MAY BE REQUIRED BY THE CITY
ENGWEEROUE TOANACOMPLETECRADING OPERATION OR UNFORESEENCIRCUMSTANCES WHICHMAYARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
ONTO AREAS WTARE UNSAFE OR ARE POTENTWLLYUNSAFE
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BEINCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION
OFEACHWOWDAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE
(5) DAY RA IN PROBABILIN FORECAST EXCEEDS FORTY PERCENT (40%1 SAT AND OTHER DEBRIS SHALL 8E REMOVED AFTER
EACHRNNFALL
STORMWATER POLLUTION CONTROL POSTCONSTRUCTNIN BMPAMPNOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF
DRAINS SHALL DISCHARGE ONTO GRASSAND LANDSCAPEAREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET
AND•'OR INTO THEPUSLIC STORMDRAW SYSTEM.
2. GR4SSAND LANOSCAPEAREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOTEE MODIFIED WITHOUT
A PERMITFROM THECTTY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPAMP FACILITIES ANDOR TO TURF OR
LANDSCAPED AREAS W THADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUSAREAS MUST
SLOPE TOWARD RWFAPPROVED BMPAMPFACILIIYANDUR THE TURFMND5CAPEDARE4S.
4. NO OWNS SHALL BE INSTALLED IN H4RD.SC4PE. DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM
THE DRAIN DISCHARGES TO AN ADEQUATE IMPIBMP.
'll LI III ^. N'S:4 e... Fn L.I .L_I-.-3 e' •Ir .r.V �.,...e l JI
A: • ,.. 1 ,: L: AR .0 e e .A � ❑ , R .. ....., a :, .. a :1 , _
S ALL STORMWATER WPBMP FACILITIES SHOWN HEREON SHALL NOT SE MODIFIED OR ALTERED WITHOUT A PERMIT FROM
THE CRY.
7 THE INSTALLATION OFADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN M4YREQUIRE THAT THIS PLAN BE
REVISED OR THATA SEPARATEENGINEERING PERMT BEOBTAWEO
A ALL EXISPNGAND PROPOSED TRASHENCIOSURES SHALL BE FITTED TO COMPLYWITHSTORM WATER SESTY"GEAENT
PR4CTICEREWIREMF7R5. THE TRASH ENCLOSLWES SHALL MVEANIMPERVIOUS NONCOMBUSTIBLE ROOF THAT WILL NOT
ALLOW RAIN WATER TO ENTER THE ENCLOSURE THE ENCLOSURE SWILL BE LOCK41XEAND LOCKED WHEN NOT IN USE. A
BERMS TALL BEINSTALLEDATALL OPENINGS TO HOLD INANYLIQUIDS TIATESCAPE FROM THEDUMPSTERAND TOPREVENT
ANYROWOFSTORM WATER THROUGH THE TRASHENCLOSUREAREA THESERM CABBE CONSTRUCTED WIDEANDFLATTO
ALLOW ROLLING OF THE OUMPSTER IN AND OUT THE ENCLOSURE SHALL BESELF CONTAINED OR MAYNAVEA DRAIN THAT
DISCMRGESTHRO)GHANADEQUATELYSRED OUGREASESEPAR4TORAND ISTHENFILTEREDTHROUGHACTTY-APPROVED
HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM NOT TO PLANTERS OR THE STORM
ORAINSYSTEM. ASEPAR47EBUILDINGPERMTPAYSEREQUJREDFOR7HISSTRUCWRE.
1.WATERU4M LATERALSANOAPPURIENANCES SHALLEECONSTRUCTEDACOLRONG TO THESTAN04RDSPECIFMA7IONS
OF THE CURRENT WA TER AGENCIES' STANDAROS COMMITTEE (WASC)
2 RENEWOFTHISPLANBYS4NDEGUITOWATERDISTRICTDOES NOTCONSTTNTEREPRESENTATIONASTO THEACCURACY
OF, n ELOCANOVOF QR TIEEMTENCEOR NOFLEASTENCE GF AW LWDERGRQUNO UnL)TY, PIPEOR STRUCTURE MTHIN
TNELWITSOF THISPROJECT. „cXiL , -..
3 ALL EXISTINGFACILIFn WHKW MAYAFFECT RAAL DESIGN, I.E., LINECROSSING LWEPAMUELNG OR PROPOSED
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEETOF PROPOSED
WATER MAINS SH4LC BE SHOWN ON IMPROVEMENT PUNS ELECTRICAL ANDSEWER TO CROSS UNDER WATER WINSUNLES
GIVEN WRITTEN PEAMESION BY S4N DIEGOTO WATER DISTRICT.
4. CONTRACTORAND OWNERARERESPONSIBLE TO RELOCATEANDDRADJUST TO GRADEANYEXISTING WATER FACILITY
(FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC) KHICH IS AFFECTED BY THEM PROJECT. ALL AFFECTED WATER
FACILITIES MUST MEET CURRENT WATERAGENCIESSTANCARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT
MEETSTANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENTSTANDARDS AT THE OWNERS EXPENSE.
S UTILITIES TO MAINTAIN MINIMUM 5FOOTSERV ATKW WHENPARAUEUNC WATER SERVICES.
6. MWIMUM HORIZONTAL SEPARATION OF 10FEET REQUIRED BETWEEN FIRE HYDRM'IS AND SAN
DIEGO G4S ANO ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS.
WATER METERS MUSTGE IN FRONT OF THE PARCEL THEYARE SERVING.
S. CALIFORNIA STATE LAWASSEMBLYBILL AS-/9531S REQUIRING THAT NO -LEAD BRASS BE USED INTHE CONSTRUCTION OR
REPAIR OFALL POTABLE WATER SYSTEM EFFECiNEMILARY 1, 2010. IN COMPLIANCE WIN THIS LAW, THEDISTRICTSHALL
REQUIREALL MITERAS TO BE NO-LE40 BRASS PARTS.
9. ALL COPPER TUBING USED FORAW RELEASES BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH C47HOOKO
PROTECTKW INACCOROANCE WITH WC-17 OR WC-18.
SIGN DATE
CONCRETE WASHOUT
CONTRACTORSHALLESTABLISHAND USEANADEQLATELYSIZED CONCRETE
WASHOUTAREA TO CONTAIN WASHOUT WASTES ON SITE INS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR STUCCO, PLASTER AND
THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR.AYRECEIVING WATER CONTRACTOR SHALL POSTA SIGN DESIG94TWG THE
WASHOUT LOCATION
CONSTRUCTIONSI/EACCESS
A STABILMED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING GIRT OFF
SITE THIS SHALL INCLUDE USING MATERIAL SUCHAS 3' CRUSHED ROCKAN49R CORRUGATED STEEL PANELSPLATES
CONSTRUCTION VENI:LES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM GRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHIGYES PARKING, WHKXE
REFUELING, AND ROUTINEEQLBPMENT MAINTENANCE. ALL MAIORREPAIRS SHALL REMADE OFFSITE.
EROSIONCONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL WIS. ADEQUATE GROUND COVER VEGETATION,
ANDBONDEDFISERMATRA(
NO EXCAVATIONAND GR40INGACTIVITIESAREALLOWEDDURING WETWEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT
CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER 00 NOT REMOVE TREES OR SHRUBS UNNECESSARILY,THEY HELP DECREASE
EROSION.
TEMPORARY VEGETATION MUST SE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDATELY PLANNED FOR EROSION
CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND
BWO THESOIL.
PLANTPERMANENTVEGETAWNASSGONAS POSSIBLE, ONCEEXC4VATIONANOGRAOINGAC77WTIESARECOM1IPLETE
WATER US4GE FOR OUST CONTROL SR4LL BE MINIMIZED.
ONBITECONSTRUCTRANMATERAL STORAGE
STORED MATERIALS SHALL BE CONTAINED INA SEGUREPLACE TO PREVENT SEEPAGEAND SPILLAGE CONTRACTOR SHALL STORE THESE
PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAW. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
STOREDONSITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPTONSITE STOCKPILES MAY INCLUDE SOIL,
PARING MATERIALS. ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATERSTORMWATERFLOWSANDSTORMO WINLETS. STOCKPILESSHALL BE COVERED ORPROTECTED WITHSOIL STABILIZATION
MEASURESAND PROVIDED WITHA 7EMPORARYSEDIME T BARRIERAROUNDTHEPEWMETERATAU TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THECITYOFENONITAS SHALL BE TRAINED TO SEFAMBAR WITH THE CITY
OF ENCINMAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE SMP NOTES SHALL BEAVARABLE TO EVERYONE WORKING ON
SITE THE PROPERTY OWNERIS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS . DUMPING OF
UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED
NO SEEPAGEFROMANYOUMPSTER SHALL SE DISCH4RGED IAITOSTORMWA7ER. BERMBUIKESSWML BEPUCEDAROUNDALL DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN
CLOSEDATALLTBAES. DUMPSTERS MTHOUTUDS SHALL BE PLACED WITHIN STRUCTURES WHHIMPERNOUSROOFING OR COVERED WITH
TARPS WORDER TOAVOIORAW CONTACTWITH ANY TRASH MATERAL
MANY CONSTRUCTION U47ERW5, INCLUDING SOLVENTS WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE,
WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. AMRECYCLAG E MATERIALS MUST BE TAKEN TO ANAPPROPRATE LANDFILL OR
DISPOSED OF AS HAZARDOUS WASTE FOR INFORINTRXN ON DISPOSAL OF HAZARDOUS MATERA, CALL THE HAZARDOUS WASTE HOTLINE
TELL FREEATIS00)714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CAL EDCO AT(750) 4364151.
POLLUTANTSSFWL BEIffPTOFFEXPOSEDSURFACES. PUCE TRASH CANSANO RECYCLING RECEPI'ACIESAROUND THESITE
PORTABLE TOILETS MIST BE W GOOD MANG ORDER AND CHECKED FREQUENTLY FOR LENDS. CONTRACTOR SHALL PROVIDE
SECONDMYCONTAINMEMANDLOCATEPORTABLETMETSAWAYFROMSTORMORAW h%tETS ONPERVIOUSSIARFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPTAWAYFROM THE STREET, GUTTER, AND STORMDRAW. CONTRACTOR MUST ROUTINELY CHECK
AND CLEAN UP MATERIAL TH4TWYHAVE TRAVELEDAWAYFROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING
DEPARTMENT, CITY OF ENCIN TAS AT (7A) 833-2770.
NOTIFICATIONS
i. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPTAS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKEDUE PRECAUTIONARYMEASURES
TO PROTECT ANY EXISTING URLRES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS
RESPONSIBILTIYTO CONTACTT EFOLLOWING OWNERS OFS41D UDUTIES OR STRUCTURES PRIOR ROANYEXCAVATM, FOR
VEWFICATIONANIT LOCATIONOFURLMESANDNOTIFIC4TKJNOFCOMMENCEMENTQFWORK.
A. SE DOERS - CSD - (760) 433-i770
B. GASBELECTRIC-SDGE-(7B0M38S2W
C. WATER-SANDEGUITO WATER DISTRICT-1S00227-2600
D. TELEPHONE -SSCBELL-(7 Y89,Mf1
E. CABLE TV -COX COMMUNICATIONSJ76I1}868-9509)(-2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNWGANY WORK ON THIS PROJECT
PHONE(7B0)IUU-27W.
S THE CONTRACTOR9141. GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760)633-2770. ALL WORK PERFORMED
WITHIN)! BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTIONAND REMOVAL.
FIELD OPERATIONS
L4
OWNER
TIK)MAS AND ELLFIN VENTURING
4110 LOS COMES WAY, SACRAMENTO, CA LAWS
PHONE
SREADDRESS
335SUNSETORIVE
ARY254-411-26
IN THE CRY OF ENCINITAS, COUNTY OF SAN DIEGO,, STATE
ACCORDING TO THE OFFICA MAP THEREOF NO. 1801, FILET
OF THE SO DIEGO COUNTY RECORDER ONAUGVSTS I924
OWNERSCERTIFICAM
I (WE) HEREBY CERTIFY THATA REGISTERED SOILS ENGINEER OR GEOLOGISTHAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GR40WG AGMITYAND ADVISE ON THE
COMPACTION AND STABILITY OF THE SITE,
I(WE) HERUWAGREE TOYNDBMNIFY,DEFEND, AND HOLD CITYAND CITYS OFFICERS OFFICIALS
EMPLOYEES, AND AGENTS RARMLESS FROM, AND AGAINSTANYAND ALL LIABILITIES CLAIMS,
DEMANDS CAUSES OFACTIONS, LOSSES, DAMAGESAND COSTS INCH WNGAII COSTS OFDEFENSE
THEREOF, ARISING OUTOF, OR INANYMANNER CONNECTED DIRECTLY OR INDIRECTLY WIIHANY
ACTS 08 OMISSIONS OFOWNER OR OWNER'SAGENTS EMPLOYEES, CONTRACTOAB_
SUBCONTRACTORS OFFICALS OFFICERS, OR REPRESENTATIVES FDA ANYANDALL WORK OR
CONSTRUCTION COVERED IN THE PEBMITCA CONNECTED DIRECTLY OR INDIREMY TO THE PERMIT
SIGNATURE
DATE:
THOMAS VENTURING
SIGNATURE'.
GATE /P
ELLEN VENTURING
J
I
MAMADOU SALIOU DWLO A REGISTERED CIVIL ENGINEER INTHE STATE OF CALIFORNIA PRINCIPALLY GOINGS BUSINESS IN THE FIELD OF
APPLIED
SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS
MADE BY ME OR UNDER MY DIRECTION ON AUGUST 15, 2017.
ONE COMPLETE COPY OF THE SOBS REPORT COMPRED FROM THIS STUDY,
WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER FURTHERMORE, 1 HAVE RENEWED THESE
GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN TFIE SOBS REPORT FOR THIS PROJECT F14VE BEEN
INCORPORATED IN THE GRADING PIANSANDD/,SPECIFICATKKJS
.
SIGNED: A
-I
A� 04q,�- ;. O``)�.tZ
RCENO.: _M071 . GE 7.704F
s.
EXP. ATE: f131-1R
.45OU4S
fi E+8
Jost 17.114786
p
GE 2704
CW /A- 1-14
EAST COUNTYSOIL CONSULTATIONANDENGINEERWG. INC
R P A
10925ROAO,SUITE'T S4NTEE,C4920rI
'"lq 11NN�
) 291-7901
Cr cALIR
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED
STANOAROSAND PRACTICES OF THE ENGINEERS TRADEOR PROFESSION MEENGIWERFURDERAGREESTHATTHEWOWTPERFORMEO
HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE
ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER AGREES THAT ANY PIANCHECK OR REVIEW PERFORMED BY THE CITY OF
ENCINITAS IN ITS CAPACTFYAS APUBLIC ENTITY FOR THE PUNS PREPARED BY THE ENGINEER 15 NOTA LEfERMWATIOA' BY THE CITY OF
ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PUNS OR DESIGN AND IT THEREFOREDOESNOT RELIEVE THE
ENGINEER OF RESPONSIBILITY FOR THE PUNS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR HOOP Y WARY
ARISING SOLELY FROM THE NEGUGEARTACTS ERRORS, OR OMISSIONS OF THE ENGINEER AND HASHER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSEAND SCOPE SUCH AGENCYAND EMPOYMENTANDARISING OUT OF THE WOW PERFORMED BY THE ENGINEER.
SIGNATURE DATE: 19•1.18 rElE2
BPANARDOINO, FIDE PASCO LARETSUITEA& ASSOCATES535 NORTH HIGHWAY fill, saAm BEACH, GA 92075 (B58)2598212
RCE EXPIRES 1231.18
EARTHWORK DATA
M4XIMUMVERTIC4LDEP7HOFCUT= 5'
IAJOMUMVERFrALDEPTHOFFILL= 4'
CUT=875 C.Y. FILL=50 C.Y.
EXPORT=625C.Y.
REMEDA= 225 C.Y (3 tREMOVALANDRECOUPACTIONUNDERAND 0 'OUTIMMOFBUBDINGAREAS)
l- & ASSOCIATES BMP PROJECT STATUS
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Bench, CA 92075 STANDARD
ph 958.259.8212 1 fa 859.259.4912 1 pleeevgin<erivg.com
PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
1, a
CHANGE
NO.1
DESCRIPTION
APPROVED
I DATE
I BENCHMARK
AS -BUILT APPROVALS
or: UNRno or: l CT:
ENGINEERING APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
i i
SRN
12-15-20
DESCRIPTION: CITY OF ENCINITAS ENC-J2
CA
LOTION: 70P OF EAST CURB OF VULCAN
AVE .! 200 RM7 NORTH OF E STREET
RECORD FROM: FIGS NO. 1541s
ELEVATION: 92004A
DATUM: AM
Izloaz0
I wr.
PLANS PREPARED UNDER SUPERVISION OF
DATE.- 1.I5
R.P.E. NO.: 71651
I LW M ARODU o E7(P.: 1z-Ji-iB
R - APPROVED:
�,���j ,�
NOWAK CHR11
�- 214 V 5-23 Zo/B
447E DATE
GRADING PLAN FOR :
335 SUNSET DRIVE
THOMAS & ELLEN VENTURINO
APN: 254�11-26
PI ANNiur. rAer AVI. fA_oRR rno
13545-G
G 047E
12-15-20
PLANNING
R
sR.ENG/NEER DATE
R. ENGINEER
SP£CTOR
CMFFT •I
nF 4
PLSA 2750
LDEV-011306-2017
GRADING N077S LEGEND
1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES PROPERTY LINE _. - - --- -
IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF I \ i IpR S EXIS77NG WOOD FENCE - - - -
PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH 5TI WA7F11 I p ,W TREE TAWNLWK FENC3 PROPOSEOWHIGN TO BE REMOVED EXISTING MASONRY RIGHT-OF-WAY LINE
WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT ELLS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED ME GR TO BE{HE PROPOSED CONCRETE Vy-_- EXISTING WATER LINE
TO ME CITY S GROUNDS FOR ASTOP-WORK 70 BE ISSUED FOR THE PROJECT UNfN. ME REQUIRED PERMISSION IS OBTAINED. PROTECi1r0 PLACEI 1 \ �POl PROPOSED SiE➢S WITH WALL TO REMAIN
iW 0 W LOCIONGCODE 3DR3D/ PROPOSED SDRSO OHM EAISTINGCH4INLWK
f92.0 BW727. OCAu CODE O1 RE7\ ALL 74"SPACING GI FF TICE TOBE,REIW0�E0 S IXLSDNC SflViR LINE
2. FOR SIDRI WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL STORMDISCHARGE N SYSTEM
CRASS AND LANDSCAPE I I I fa'WCB rG 136 _ / �yC \ EXISTING MYTIOUR LINE
AREAS PRIOR TO COLLECTION AND DISCFARGE ONTO ME STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE ! 1 _ 6' S I .5 f4oa TO /41.31 � TW /4�8 q" T�� - _ _ 39B _ _ _ -
ARE1S DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY f .B Ef41.fi1 /AILS / fE jifi9 . - PROPOSED HOWUNE
TCHIX. _
J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE-FAMILY RESIDENTIAL DEVELOPMENT. THESE \ ^E 3.5 - - - _ 1 - - PROPOSED SETBACKS
GUIDELINES ARE AVAILABLE A7 CRY FALL (505 S WLCAN AVE ENCINITAS. CA 92024E AND ARE APPROVED AS PER PC TES. T006-D. K'pROpp W� ,i1OypBLE)£ \ \ a \ 73d.B \ $ BW f35.5 13 EE I'� EXIS RETAINING IE�ILLS Wm PROPOSED BUILOINC FOOTPRINT
4. DRIVEWAY STEEPER THAN 2OX SHALL BE BENCHED PER GEOTECHNICAL ENGINEER'S RECOMMENDATION �`\'N'-P EXISTTOIN W.M. \ \ �+.. w .. - 5f TR FENCE TO I GVVVYL IN - - - - PROPOSED BUILDING UPPER LEVEL
MONUMENT NO £ / \ •. J ,yam i I + + + + + + PROPOSED PER94NENT BMP AREA
THE CONTRACTOR SIWL BE RESPONSIBLE FOR ANY MMUMWADON AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY �"' `I I ' I EAISTINGWATER
CONSTRUCTION. SUCH :OANTS SWML BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR p' K1RE7� BASW £ \ \ \ \ / f34.15 f \ FEATURETOBE ® PROPOSE) POROUS PAVERS
A REGISTERED CML ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE I SF OpOgE) TW f410 , " REMOVED
< nY
SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYORS ACT. £ f273B 1 E S / BW f3B.5 \ ` �`ur s+ 1+ f I "DOTING404TREE ® PROPOSED AC PAVEMENT. J" AC OVER 4" CUSS IT BASE
FIRE NOTES: S I EDGE FL f9.30 \ .LL F 7 IE M1.75 \ \ • n Pf_ TO BEREMOVED _ CENTERLINE OF ROAD
1, All FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 1J FEET 6 INCHES. CFC OF p'{FMENT EXISTING SEPTIC FIT SECONDFLOORPROPOSEO FF--140. 1 ,p IE iM.9 ��yn� PROPOSED CONTOUR LINE
50.E A PN�EO` flIRSTHOOR PROPOSED REINNM'G WALL
2. FIRE APPARATUS ACCESS ROADS
OVID SHALT. A DESIGNED AND MANGINm TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN AMENDMENT
lB' PLAN
1B7(irpl � \ (EXISTING)
_ EXISTING CAN WALL
POUNDS AND SHALL BE PROVIDED WITH AN APPROVED PAYED SURFACE TO PROVIDE ALL-WEATHER DRIVING CAPABILITIES . AMENDMENT £1 '� '? IRSifl00R (E7IYSTING1 PAPi34.
D �'� EXISTING 8X73' 70 BE REMOVED
50J.2.3 LNG TO i .'.\\. � SEPTIC TANK _ �UTHOFTW3POINT PROPOSED 6" MIL PAC STDRIA DRAIN INLET
3. FIRE APPARATUS ROADWAY GRADES EXCEEDING 159 ON FIRE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. \SUNSETA '.'1\ 'E ' f444 - - - - PROPOSED 6" MIN. PM: STDRM DRAW
MINIMAL IREC77ON FSHALL
TRAWL,
L, A SURFACE OR PORTLANDENHANCE
CEMENTTRA CONCRETE (TIR), WITH A DEFT BROOM FINISH PERPENDICULAR 70 THE \ TSB \ ",•CF 1f EXISTING RETAININGWALLBONDBEAM
EOC3 RASED
ENTIRE DIRECTION OF TRAVEL, OR EOUNALfN7, TO ENFWWCE TRACTION THE ENTIRE l£NCM OF THE GRADE ° '� 7ALLP ,•fA ,. i .. ` '' -. � -- Q PROPOSED 12"x 11" INLET BY BROOKS BOX OR EQUAL
TO REMAM' TiN�RHW91� lihvD BEA POOL
PERPOOL PLAN PERWR - PROPOSED LWIT OF GRADING
a - _ Y4B.0 -S PROPOSED SEWER LATERAL
NOTES /T1 CONTRACTOR: 1\ -
? UTILITIES ARE KNOWN TO EXIST IN THE AREA WORA1477ON SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT f \ FG 133.5 PROPOSED SEPTIC TANK 1439 h.�i \\ \ S PROPOSED SEWER MAIN EXTENSION
HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN CONTRACTOR TO FIELD VERIFY LOCATION OF E70517NG UTILITIES TIE W L 127. \ yW, \ X 1415G FS FINISHED SURFACE
PRIOR TO ORDERING A14HRW5 AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN 1S
ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. \ £ \ BWIf18.� >,. "J 4• SECOND FLOOR PROPOSED FF=/44.4 -3 \4,� FG FINISHED GRADE
FlIRSTFLOOR (ARoroSED) FP=134.0 - `\ * \ I I \ FL FLOW LINE
-133.3 �`
IXISIM OVERHEAD UTILITY SERVICE LINES TO BE REINSTALLED UNDERGROUND. \ £ 18•SA I Y2Bb ' 1'' ii. FIRST FLOOR (PROPOSED) PAD 1 ` PROPOSED C3 RASED
PROPOSED STONE _ I _ 60N0 BEAM RED.
? CONTRACTOR TO COORDINATE WITH SOVIET INSPECTOR FOR INSTALLATION OF PROPOSED WATER METER AT RIGHT-OF-WAY. WATER METER TO TUT- -� § 9W7 0' 77LEFLOOREXTENDING \ _ \ WALL PERPOOL PLAN PERMIT
BE FIELD LOCATED WITH RESPECT TO EXISTING & PROPOSED HARDSCAPE UTILITIES, ETC 18 RASA
\ £ u, SDRSD WAIL \ S f i
SPECIAL RATE INSPECTION NOTES: \ m \ PROPOSED
PROGRESS PICTURES OF BIORETENDON BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: \ ySORSO G¢ 3EPDCPI7
1. BASIN EXCAVATION \ \ Q \Fd1S WALL 1 \ fIn I �
2. PLACEMENT OF PERFORATED PERFORATED PIPE, RISER PIPE (NUTLET PIPE ETC. i \ \ 1 \ I B 31 IE 1327 - `� ° 142.50
3. PLACEMENT OF GRAVEL LAYER �� \ £ L\ PR OAC BWf B` i �} O
4. PLACEMENT OF ENGINEERED SOIL LAYER i \ �\ \ \ IE Ni.W
5. FINAL BASIN GRADING
4XM%EN sT \ \ FG 1424
6. FINIAL COMPLETED BASIN WITH VEGETATION ESTABLISHED \ Yf.�� 91111431.
\ £ STEEL F W� 3W 13 130
CONCRETE
�jL SAWCUf PROPOSED \\ \\RAISED LA[UW�,z BW f350 t ��'
DRIVEWAY \ EkSTWG EDGE F \ PROS H F 135.0 t 4y'i'; '' B f420 GRAPHIC SCALE i"=10'
Pf. MEp7 10 5 0 10 20 30
GARAGEFF \ £\AVE SD0.SD G7 \ \ 1':. EACLOSUpE - 41
11.S•COLD PAVING I f 1 Iiiiiamallin aid
NEW4w12% S� 193.B6 \\ MASONRY WALL ? F5135A _- - - 1 MD.2
EX 126.51 PLANE F 12B2BI FS 128,
GRAPHIC SCALE IN FEET
VARIES NARIE$ 2 12% - - \ TCHIX \ \ fE141.W
FXISTINc
PAVING Z _ lil Ilik ?I PROPOSED £ bRot - s .4 sOasD
ExisDNca _ _'�_ -�* �- _ T _ _ NOTE:ALLPwyATE EATSDNG7 \ \ PVC WATER 1TE1r� IMPROVEMENTS IN PUEUC PVCWA £ \f•/� 3 \\ \X"\„ �'. \ TW1
PER W17N720/9 - .0 _ II',IJ' NOW INCLUDINGPERVIOUS g
MATCHEJOSTING - - - - -- PAVERPARKWGANO \ "t3SY BW 13B
EDGE OFROPD LANDSCAPING TOBE
\.`'VC WA Y�, ...•` `°'�. PENCETOBEREMOVED
�7�.N MAINTAINED BY OWNER PER £ -
LA/ p SOR30 C.9 NET. COVER ORCIIYAPPAOVEO
ENCROACHMENT \\ TON EX \ BW7 T uV}'\ " IEf3.3 pRbpOSEO___ POS 6' IE 13B.B PROPOSED 7VEROR CNDMIL
CTFUIRAI
MAINTENANCEANDREMOVAL ,�
pROppg�D� IE,31,8�8 / SOR9U C.3 WOOD FENCE WAR- EQUIVALENT- PC 132.5
COVENANT
\ \ BW 7�.8 SDRSDC-i 1 WOOD E / RETAINING ATPROPERTYLINE OVERFlDWNPE
SECTIONAL -A (DRIVEWAYTYPJ 00C°_'"ia�1b� 96SCALE 1"=10' REC WPWIL 1�Oil \ \\ `EY\IST/NG AA3QNR\RETAINING WTsELFLOCONGGATE WALL DA4M1G1/T
\ \ \ WALL 7QBEREMOVFD WALL PER LOCAL POOL CODE L TT RANT
PL PLANTS-18.O.C. MR..
fi�ee�i 1B' RE@ I �(TYR) 9BR49•BNdr
SAWLYR PROPOSED RIPPED Y 1•^- 7.SCIXD FS 127.78 B MWO� 'L4TwR
pCPAVING Lf �� NOTE: DEH APPROVAL NUMBER # GRADING PLAN 4" PRIVATE �
WIDENVI SORSD G3 BASED ON THESE PLANS STORM DRAIN PAVEMENT p� 5% a"ENGVEERED
SCALE 1"=10' l - SOIL LAYER
4'ACAR'CIASIN FG 7290 MASONRY WALL DUTIES
MIN iB 128.aB PROPOSED - 'SEE NOTEBELOW
FS 132.0
2 FL 128.f8 PROPOSED CONCRETE STEPS RIP RAP/COBBLE _ _ GAVEL2NLAYEFj'^
L (TYP.}-{j�4' + + + EXISWA7ERPVC pE7167LEPAVERS GBA�-
CONCREIESTEPS � , + + + + ENERGY DISSIPATER! � WATER PER 8'LAYEFOF "
GRAVEL FILLED + + + + / WO10619 PAVING
PCOCFLUSH �YLL(ANN
- - FG 130.0 GAPS PAVNG POCCURB
�I 3' f^ ++++++++ I%`2"'iNIGh`=CBR"THY' MATCH EXISTING 3'PERFOAATED
1scOLD S� EDGEOFROAD CROSS SECTION 0-0 BIORETENTINN BASIN
PLANE PRRPOs6D SECTION B-B (ENTRY WALKWAY) CONCRETE STEPS DETAIL ✓'1-.®J.�-_ FS f273a SCALE 1 "=10'
sDRSDGs
AC8ERM SCALE 1"-10, SCALE I"=10' SDRSD TYPE • BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 78" DEEP "SANDY
C-J WALL STORM DRAIN OUTLET DETAIL PERVIOUS PAVERS LOAM" SOIL MIX WITH NO MORE THAN 5X CLAY CONTENT. THE MIX SWILL
CORIENRUSTABLE 7' N PER DETAIL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-JOX
NOT TO SCALE PER
SHEET TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO
STEEL PANEL WALL 18„ SAWCUT FREE OF NOXIOUS WEEDS.
sAWEuT I LINE
1/e" M J/B" JOINTS f P- +E 3/4" CRUSHED ROCK LAYER SFW1 BE A MINIMUM OF III BUT MAY BE
DETAIL
E
40' DEEPENED TO INCREASE THE BASIN ANON AND STORAGE SHALL' B THE DETBA
2,H4RDNiX)D MULCWGRABS pyERFIpWpIpE 4" AC PANNG P(JTAfE4&c P BY MIN. THE EFFECTIVE AREA OF ME BASIN SHW.L BE LEVEL AND SHALL BE SIZED BASED
WARM E V 7O J/811FILLER
3/2' 12' B' L ON CALCULATION. ALL BIORETEN77ON PLANTERS TO BE DEPRESSED AT LEAST 6"
COUIVOLE 3TYAPPROVEO O AGGRXEDATE ww SIT
oRCO AQUA- OR EQUAL VARIES 20+/ VARIES a BELOW ADIACENT FINISHED SURFACE
EOINVALINT-FG 1325 DROUGHT VARIES
PLANTS-18.O.C. MW I YAPoEB 2�
I4EfAEBit! .PER
Mil
1 89573 i 5 bIAI4BBN6P6l4C" 7.5" COLD PLANE 6"ff CLAIMBASE I EX. 12" EX. 8 I- I -� I IHT FIX
IE 127.B5 iB'ENGNJEERFD NC COURSE DYER ...,,
SOIL LAYER - _ % 1/8" TO J/6" AGGREGATE I FLUSH CURB OFESSb�
6715" PCC FLUSH CURB pF
GRAVEL AT EDGE OF PAVING 3/B AGGREGATE LAVER p\,C APPROXIMATE WATER PER + 4• PROPOSED
B" SUB BASE COURSE LAYER NOTES: WATER PER EXIB„NG IY0-82-D1 ^ /- �� _ $ F PAS C O LARET SUITE R
B"LAYER DA}° 3/4" ANGULAR ROCK GRADE EXISTING AC WIDENING TO 1T'
GRAVEL (MNJ I. PAVER INSTALLATION MEND BE PER WO-82-019 �I I-- FROM SUNSET ORNE w m z z
DI M4NUFACNRER'SRECOMMINDA170NS. PAVER PAVING N9.7161 om & ASSOCIATES
SDRSD GSAC PERFORA77D SEC77ON /S SHOWN FOR REFERENCE ONLY. CENTERLINE &p. 12�37�19 s CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
BERMTYPE-A DETAIL: PERVIOUS PAVER PAVER SECTWN IS REQUIRED TO AWMAIN SUNSET DRIVE TYPICAL SECTION (4" AC/6" CUSS IT MIN.)
SECTIOK�(:�ETENTION OUTLET 535 North Highmy LOT, Ste A, Solana Beech, CA 92075
SCALE 111-10' NOT TO SCALE IMPOSED LOADS OF NOT LESS THAN 7$000 NOT TO SCALE J?gpf CAI\-\F&�a�<' ph 858.259.82121 fx 658.259.48121 pleeengineecing.cam
OF C\l
CHANGE NO. DESCRIP77ON APPROVED BENCHMARK AS -BUILT APPROVALS ENGINEERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
1 L SRN 1 12-15-20 1 DESCRIPTION CITY OF ENCINITAS ENC-32 /NE I DAft IPLANS PREPARED UNDER SUPERVISION OF RECOM / APPROVED: GRADING PLAN FOR:
LOCATION: TOP OF EAST CURB OF VULCAN O"IA / /l_ 13545-G
AYE 3 200 FEET NORM OF E STREET BRAN M. ARDOUND DATE -l•1•IS ✓ / 335 SUNSET DRIVE
RECORD FROM: NOS' NO. f8416 PLANN9vc 5 NOxwY cHRls�irroPfl L. Uu KU THOMAS & ELLEN VENTURINO
ELEVATION 9200/• Steve-w Nowak. 12-15-20 R.P.E. NO.: 77651 DAA{J
TUAE AWE SR ENGINEER DATE VAN ARGO NO IXP.: /2-J7-iB /�/'" 'S-4'� Z�/k APN: 254411-26
NSPECTOR DATE DATE PLANNING CASE NO: 16-266 COP SHEET 2 OF 3
PLSA 2750
LDEV-011306-2017
HYDROSEED NOTES ADDITIONAL NOTES STORMWATER POLLUTION CONTROL POST
1. MDROSEEDING SHAH BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 1. EROSION CONTROL MEASURES (EG. BONDED FIBER MATRIX, VEGETATIVE CONSTRUCTION BMP/IMP NOTES
COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPUG46LE TO ^-{ \
(HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: PREVENT SOIL EROSION ON SITE SEDIMENT CONTROL MEASURES (ETA. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL ( 1 I I I
A THREE FEET OR MORE IN HEIGHT IN FILL AREAS SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PUCE TO RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF I I i I 1 c' I \\ r
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS - _ H r J 1 Z y- .0'6 y 1 PREVENT ERODED SOIL FROM LEAVING SIRE. MATERIALS MANAGEMENT BUR DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE ! i i
NOT SUDJECT TO EROSION WE TO THE EROSION RESISTANT MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RMNWATER WITH AREAS PRIOR TO COLLECn0N AND DISCHARGE ONTO THE � \ . ir' 1 - - 1 I
CHARACTER OF THE MATERIAL AS APPROVED BY THE CRY U47ERW9 THAT MAY CONTRIBUTE TO WATER OUNI7Y DEGRADATION STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. I\ \ Ike I�i T --_ _ a-hf-- X �X - X
ENGINEER. DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVER - ii \ \ \ \ 1 J ' .. ♦ �`
STORAGE AREAS FOR WNRDOUS MATERIALS, PLACEMENT OF PORTABLE 2. CRASS AND LANDSCAPE 'AREAS DESIGNA7ED FOR STORM ,� g \ \ \ \\ \ f \ \GRAVEL 84GSU CIS I� G
2. IRRIGATION SMALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE TOILETS OVER A PERVIOUS SURFACE WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT \\ \. \\\\ \ 1NLE(RAVELMON VEL A OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH A PERMIT FROM THE CITY. / \ \ 1 \ \ \ 1 Ryo)
J. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. 3 ALL IMPERVIOUS' AREAS WHIN THE SITE SHALL DRAIN TO / \ \ \ \\ \ �' \ // �\- / \ 1 T1
DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS APPROVED BMPAMP FACILINES AND/OR TO TURF OR\
A SEED MIX SHALT. CONSIST OF NO LESS TIWN. AREAS. SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. LANDSCAPED AREAS RAIN ADEQUATE GROUNDCOVER PR/OP TO
DISCHARGE FROM THE SINE ALL IMPERVIOUS
i. 20 LBS PER ACRE OF ROSE CLOJER AREAS MUST \ \ \ \ \ I
2. 20 OS PER ACRE OF ZORRO FESCUE J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR SLOPE TOWARD THE APPROVED BMP/TMP FACILITY g i \ \ \ `\ �� \ \ \
J. 3 LBS PER ACRE OF E SCHOOL CIA C4UFORWCA FUTURE SINGLE-FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES TURF/LAAND/OP TIE
NDSCAPED AREAS \�,
4. 4 LOS PER ACRE OF ACHILLFA MILLEFOLW ARE AVAILABLE AT CITY HALL (505 S VULCAN AVE, ENCINITAS CA 92024)
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) AND ARE APPROVED AS PER PC RES. 2006-27 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE. � 1 \ \ O
6. 1/2 LB PER ACRE OF DIMORPHOLEG LANDSCAPE EFFICIENCY BMP NOTES: DRIVEWAYS, OR ANY 07HER IMPERVIOUS AREA UNLESS THE RAN,
OW FROM THE DRAIN DISCHARGES' TO AN ADEQUATE
7. ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON P. - g 1 l \ `
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE 1. ROUTINE/MP/ O. INSPECTION TO GUARD AGAINST RUNOFF AND EROSION 1 g , 1 1
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. AND TO DETECT PLANT OR IRRIGATION SYSTEM FAILURE 5. DRIVEWAYS SHALL HAVE A MINIMUM 2X CROSS SLOPE &' \\ 1 yl I
S. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A 2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
TOWARD THE ITEM THAT
AREA ES HAVE ANOTHER APPROVED
NITROGEN FIXING BEFORE
AND APPLIED DRY ENTER BY DRILLING 3. ERADICATION OF INVASIVE SPECIES DRAINAGE SYSTEM MAi /S DESIGNED TO COLLECT RUNOFF. Ig \ !
OR L BROADCASTING SEEMATERIALS
BEFORE HPORTEDIIt) 4. REPAIRING THE IRRICA710N SYSTEM AND Its COMPONENTS WHEN AND DISCHARGE I7 TU AN ADEQUATE IMPXBIEP.. 1 \ g\\\ Y
9. ALL SEED A411ERWS SI14t1. BE TRANSPORTED N THE JOBSITE IN REQUIRED
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF 5. REPLENISHING MULCH AS NEEDED 6. ALL SFORMWATER IMPISUP FACLUTES SHOWN HEREON 1 \/ ) •\ V *I / \I \ - - Q \
FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, 6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN SHALL NOT BE MODIFIED OR ALTERED. K17HOUT A PERMIT FROM 1 I / !/
OR PRINTED ON SNO CONTAINERS. HEALTHY PUNT GROWTH THE CITY.
10. NON-PHYIO-TOXIC WERING AGENTS MAY BE ADDED TO THE 7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS 1 g g\\ \ I LT / // \ \ ``j
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS 7 THE INSTALLA DON OF ADDITIONAL- IMPERVIOUS SURFACES r \ \ \\ I
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE NOT SHOWN ON INNS PLAN MAY REQUIRE THAT THIS PLAN BE
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LES 70. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W ITERY REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR BACKUP) OBTAINED.
PART, FOR HYDRAUIJCAJJY APPLIED FIBER MATERIAL WHEN STRAW IS 11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAK APPLIED
USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY WATER gLLOWANC a ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL \ \ \ \
BE FITTED TO COMPLY NTH STORM WATER BEST MANAGEMENT
PUNCHING NO LESS TWIN 5OX OF THE STRAW INTO THE SOIL. 12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS
PRACTICE REQUIREMENTS THE )RASH ENCLOSURES SHALL
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE TLypROZONE' HAVE AN IMPERVIOUS NON-COMBUSTIBLE ROOF THAT WILL
16-200O3 WHIM 15X SULFUR APPLIED AT THE RAZE OF 500 LBS PER ACRE. 13. MNNOUN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAK NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE THE
APPLIED WATER ALLOWANCE) ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN \ \. \ \ 1 I \ ` '- - - °•-'•
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSIER AND
HYDROSEEDING BY: NOTE: 10 PREVENT ANY ROW OF STORM WATER THROUGH THE
AS TRASH ENCLOSURE AREA THE BERM CAN BE CONS7RUCTED
A ROUGHENING THE SURFACE 70 BE PLANTED BY ANY OR ATIBmmoN�IDUPoNG COElS1RUCRON. THENs SHALL BE ExcavATEDD SILTESHALL HIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND \i \ g \,\\ \\ \ V IKErFRO
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COMBINATION OF., BE COMPLETELY REMOVED AND THE BIORETENRON BASINS OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY \ \g \ \ \ \ \ ti (TIP.
1. TRACK WALKING SLOPES STEEPER THAN 6:1. COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, HA V£ A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY \ \ \ \
Z RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 PRIM TO OCCUPANCY OR FINAL \
SIZED pL/ GREASE SEPARATOR AND /S THEN FILTER
ABOVE,
THROUGH A PLIC HYDROCARBON FILTER AND
DISCHARGED INTOTO THE THE PUBLIC SANITARY SEWER SYSTEM. NOT SttTFEA'CE B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY, TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE
1. ADJUSRNG THE SURFACE SOIL MOISTURE TO PROVIDE A BUILDING PERMIT MAY BE REQUIRED FOR 7H/S STRUCTURE
CAMP BUT NOT SATURATED SEED BED.
2 THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT,
LEACHING OR COVERING SALINE SOILS TO PROVIDE VMBLE - \
CONDITIONS FOR GROWTH. ADJACENT PROPERTY DISTURBANCE NOTE
5. HYDROSEEDED AREAS SHALL BE MNNTAINED TO PROVIDE A VIGOROUS ALL THE WORK PROPOSED ON THIS PLAN S EN7RELY WITHIN THE
GROWTH LA L THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR APPLRYNTS PROPERLY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS
AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF g \ \ \ V 1 1
\ II
THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND CD,NSTRIYC770N ENITMNCE g \ \ \ \ \ 1 \ V
SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY
DSNRBMNCE ON THE ADJACENT PRIVATE PROPERTY TWT HAS NOT BEEN \ \ y ,�•' -�� �- - - / y
PREVIOUSLY AUTHORIZED IN WRONGIS AND SUBMITTED TO THE CITY $ \ \ \ \\ a _ "� GROUNDS FOR A STOP -WORK ID BE ISSUED REQUIRED PERMISSION IS OBTAINED. FOR THE PROJECT UNTIL THE .e
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1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ELLEN VENTURING AT (916) 806-7259,
24 HOURS A DAY.
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DUE/TUG TH£ RAINY SEASON OCTOBE 1 7G7 APRL TS). ALL NECESSARY FACILITATE
- EROSION CONTROL PLAN
SHALL O S7UCRO ED T SITH R OU SIGN 1 7R CONVENIENT LOCATIONS IS FMINENTTE CONTRACTOR ID FIELD SCONSRUCDON AFCESS4R
RAPID CONSTRUCTION OF TEMPORARY EROSION CON7RQL MEASURES WEN RAIN IS IMMINENT ENTRANCE N THE FIELD AS NLDESS4RY
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL CCNS7RUCT SEDLMENT BARRIER AND MICA SCALE• 1 m10'
OF THE ENGINEERING INSPECTOR. CIARNEUZE RUNOFF TO SEDIMENT
4. THE CONTRACTOR SHALL RLS70RE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO RAPPING DEVICE 1. SET POSTS AND EXCAVATE A 2 STAPLE EXTRA STRENGTH SILT FENCE OR ^�
ME SATSFACTICW OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL A / 4 BY 4 IN BY 10 CAI) WIRE FENCING TO THE POSTS. IF USING RUNOFF . TWO LAYERS OF GRAVEL BAGS
/. TRENCH UPSLOPE FROM AND EXTRA STRENGTH SILT FENCE, POSTS ARE WITH ENDS OVERLAPPED
5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION COARROL MEASURES AS MAY BE ALONG THE LINE OF POSTS TO BE SPACED CLOSER IRAN STANDARD @N CAP BETRBAGS
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERAnQN OR PRE -MANUFACTURED SILT FENCE' ACTS AS SPILLWAY
UNFORESEEN CIRCUMSTANCES WMCH MAY ARISE. PRODUCTS. - GRAVEL BAG DETAIL
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS 70 WIDTH AS REQUIRED NOT TO SCALE
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE TO ACCOMODATEy7'
ANTICIPATED TRAFFIC - h` •ti av�Y�"w"h`ut'm�u7`'w�^t " . / ��/j�
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
B GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF �-/ 6 IN (15 (W)
a ORE AT THE CONCLUSION OF EACH WORK DAY. A HY RADIUS
9. ALL REMOVABLE PR07EC77W DEVICES SHOWN SHALL BE IN PUCE AT THE END OF EACH 20 MN MN
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY J. ATTACH THE FILTER FABRIC 70 4. BACKFILL AND COMPACT THE
POSTS PERCENT (401IL SILT AND 07HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. COARSE INNTTO THE TRENCH. D EXTEND IT EXCAVATED SOIL. GRAVEL RAGS OVERLAP
AGGREGATE ONTO CURB
FILTER
LEGEND FAAL BRICGRADE r III �I II II FILTER FABRIC IORM
X SILT FENCE Lj MIREIIF NsraLLm)
-
GR1vEL BAa
CONSRUCIION LMRANCE �-� TWO LAYERS OF GRAVEL BAGS
IR FIBER ROLLS R\yOFESS/COAL SPECIFIED BY ENGINEER
SILT FENCE DETAIL RUNOFF WITH ENOs OVERLAPPED
PASCO LARET SUITER y g�� SECTION A -A NOT TO SCALE NIILET PROTECTION
& ASSOCIATES m No. 71651 0 CONSTRUCTION ENTRANCE DETAIL
*
CIVIL ENGINEERING + LAND PLANNING +LAND SURVEYING Exp. 12/31/19 NOT TO SCALE 10 5 0 10 20 30
535 North Nighney 101, Ste A, SolAne Beach, CA 92075 CIV l� 3
ph 959.259.9212I & 858.259.4812 1 p1mmengineering.com OF CAl\f GRAPHIC SCALE IN FEET
CHANGE NO DESCRIPTION JAPPROVE01 DATE I BENCHMARK AS -BUILT APPROVALS ENGI EERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
SRN 1 z-15-20 DESCRIPTION: CITY of ENCINITAS ENC-32 INT. D PLANS PREPARED UNDER SUPERVISION OF RE APPROVED: EROSION CONTROL PLAN FOR.
LOCATION: TOP OF EAST CURB OF VULCAN PUfXJ K DATE.' 'S• I .14 335 SUNSET DRIVE
AVE 3 200 FEET NORTH OF E STREET BRI A ARD DATE' 13545-G
REG1aPo F'Ra1L ROS NO. iB/t6 PUNNIN R.P.E. NO.: 71651 NOWA CHMST6PEIER MA sKu THOMAS & ELLEN VENTURING
ELEVAnaW 92000' StevP.wNowak 12-15-20 �p
DA n"- ALAMEN SR. ENGINEER DATE TOR EXP.: 12-31-19 DATE � LO OATS -� 20I� PLANNING CASE NO: I6-266 COPAPN. 254-411-26 SHEET 3 OF 3
LDEV-011306-2017