2018-14068 G (Plans)RIGHTOFWAYNOTE
OWNER ISM OBTAIN A CONSTRUCTION PERMV7FROM THE ENGINEERINGOMSRINAT LEASTO HOURS PRIOR TO WORKING IN THE
PUBLICRIGHTOFMY. FAILURE TO CORD WILL RESULT IN ISSUANCE OFA STOP MORKNOTICEAND DOUBLE PERMITFEES ITIS
THE RESPONSIBILITY OF THE OWNER TO KNOW M ERE HISMER PROPERTY UNE MS
ORAINAGENOTE
NO CONCENTRATED OMA14GE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS M DRAIN AWAY FROM
STRUCTURES FORA MINIMUM OF 5 FEETAT 2 PERCENT AND BE CONVEYED MANAPPROVED DRAIN4GE FACILITY
UTILITYNOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
STMOARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHN14L INVESTIGATION AND FOUNDATION RECOMMENDATIONS REPORT
PREPARED BYENGINEERING DESIGN GROUPDATED OCTOBER24, 2017, SHALL BE CONSIDEREDASA PART OF THIS GRADING PLAN
ALL GRADING SHALL BE DONE INACCOROANCE WITH THE RECOMWAINTIONSANOSPECIFMARONS CONTAINEDINSAIDREPORT
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGM--OFWAY OR EASEMENTS SHALL BE
REQUIRED IN CONJUNCTIONYMH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BEOBWNED FORANYORFSIFEGRAOING.
B CONTRACTOR SHALL TAKE MYNECESSARYPRECAURONS REQUIRED M PROTECTADJACENTPROPERTIES DURING GRADING
OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BEREPIACEDORREFWREOTOCONOMONEXISTING PRIORW GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARKWHICH IS DISTURBED OR DESTROYED SHALT.
BE REESTABLISHED ANO REPLACED BYA REGISTERED CIVILENGINEER OR A LICENSED LAND SUR✓EY02
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
RESPONSIBLE FOR CONFORMING MALL LOCAL ST IMAND FEDERAL SAFETYAND HEATNSTANDAR0.5, LAWSANDREGUAVONS
B. GRADING AND EQUIPMENTOPERATING WITHIN ONE -WI F(M4 MILE OFA STRUCTURE MR HUMAN OCCUPANCYSHALL NOT BE
CONDUCTED BETWEEN THE HOURS OFSW P.M AND 730A.M. NOR ON SATURDAYS. SUNOAYSAMOCITYRECOGNIZEDHOUDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE
FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CWIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMTME THE
PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CI7YATLEASTO HOURS INADMNCEBYCALLING(M) 8TBZrM
M PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECTTHE
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE
DEVELOPER SHALL COMPLY WITHAL. CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
HAULING OPERATION
11. UPON FINAL COMPLETIONOF THEWORKUNDER THE GRADING PERMIT, BUtPRIORTO FINAL GRAONGAPPROVALANDORFINAL
RELEASE OF SECURITY, MAR GRADED CERTIFICATION' SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 14
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH MEAPPROVED GRADING PLAN OR AS SHOWN ON ME ATTACHED
AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES
12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL
INSPECTAND TEST THE EXCAVATION PACEMENTAND COMPACTION OF FILLS AND SACKFILLS AND COMPACTION OF TRENCHES. HE
SHALL SUSMITSOILS REPORMAS REGIREDAND MLL DETERMINE THE SUITARILINOFANYFILL MATERIAL. UPON COMPLETION OF
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION ANO
MATIN HIS OPINION, ALL EMBMKMENTSAND EXCAUATIONSAREACCEPTABLE FOR THEIR INTENDED USE
13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAMMED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT
PONOINGOFWATER. HESHALLCONTROLSURFACEVATERANDAVOIDDAMAGETOAOJOIMNGPROPERDESORFIMSHEDWORKON
THE SITE AMC SHALL TAKE REMEDIAL MEASURE M PREVENT EROSION OF FRESHLY GRAVED AREAS UNTIL SUCH TIME AS
PERMANENTDPAI NAGEAND EROSIONCONTROL MEASURES HAVE BEEN INSTALLED.
14 ALLAREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
SPECIFICATION ALL VEGETABLE MATFER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
SURFACE UPON WHICH THE FILL IS TO BE PLACED LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
WTURALGROUND. THEEXPOSED SOILS SHALL BE SCARIFIED TOA DEPTH OF 121NCHESAND THEN COMPACTED TO A MINIMUM OF
90 PERCENT IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT
ACCORDANCE WIMSPECIFICATIONS
15 CUTAND FILL SLOPES SHALL BE C07AND TRIMMED TO FIMSH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS
SECTION THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE
ENGINEER OFWORKANOLEFTINA NEATAND OROERLYCONDITION ALL STONES ROOTSANO OTHER WASTE MATTER EXPOSEOOR
EXCAVATION OR EMBANKMENT SLOPES WHICHARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE
TOEAND TOPOFALL SLOPES SHALL BE ROUNDEDINACCORDANCEMM HEGRADING ORDINANCE
16, ALL TREES, BRUSH, GRASS, AND OTHER06JECTIO44BLE MATERIAL $MEL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF
OFF THE SITE BY THE CONTRACTOR $0 AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED
APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROIAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS
ENGINEERAND CITY ENGINEER PRIOR M THEDISPOSAL OFANYSUCHWTERAL.
17. THE REMOVAL OFANYAWALL CITY TREES SHALL BE CONSISTENT WITH TIE CITYS URBAN FOREST MANAGEMENTPROGRAM.
TREES LOCATED WITHIN CITYSTREET RIGHT-OF-WAY, ON CITYPROPERTY, OR WITHIN CITY EASEMENISAREREFERRED TO AS CITY
TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLYAPPROVED OTHERWISE NO GRADING,
EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA
FROM THE TRUNK OFA TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF CITY TREE IS
NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE EVEN IFAPPROVED IMPROVEMENTS ARE IN CONFLICT
MTHA CITY MEE, IT MOIST NOTES DISTURBED UNLESS THE PLAN IS REVISED MAODRESS THE TREE REMOV. -
18.IFANYARCH4EOLOGICAL, HISTORICAL, OR PALEONWGICAL RESOURCES ARE INADVERTENTLYDISCOVERED GRADING ACTIVITY
THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUNODISTURSING ACTINPES IN THE AREA OF
DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECTAPPLIANT SHALL IMMEDIATELY
NOTIFYDEVELOPMENTSERVICES DEPARTMENTSTAFFOFSDOHFINDINGATTHHTIMEOFDISCOVERY THESIGNIFICANCEOFTHE
DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST HISTORIAN, OR RAEOTOLOGIST
IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES THE NATIVE
AMERICANCOMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES ANOMY
19AS SPECIFIED BY CALIFORNA HEALTH AND SAFETY CODE SECTION 70505, IF HUMAN REMAINS ARE FOUND ON THE PROJECT
SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER VAUTHORLED
REPRESENTATIVE SHALL IMMEDATELY NOTIFY THE SAN DIEGO COUNTY CORONERS OFFICE BY TELEPHONE NO FURTHER
EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED M OVERLIE ADJACENT
REMAINS, AS DETERMINED BYA QWVIRE)ARCHAEOLOGISTANDIORA TRAOITIONALLYAND CULTURALLYAFFILATED (TCAS NATIVE
AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION
PURSUANT TO PUBLIC RESOURCES CODE 5097.96 IFSUCHA DISCOVERY OCCURS A TEMPORARY CONSTRUCTION EXCLUSION ZONE
SHALL BE ESTABLISHED SURROUNDING THEAREA OF THE DISCOVERY SO THAT THEAREA WOULD BE PROTECTED (AS DETERMINED
BY THE QUALIFIED ARCHAEOLOGISTANDNR THE ICA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD
OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE MTHIN TWO WORKING
DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS
M BE NATIVE AMEROAN HE OR SHE SHALL CONTACTTHE NATIVEAMERICAN HERITAGE COMMISSION (NAHC)WITHIN 24 HOURS. THE
NAHC WOULD MAKEA DETERMIA14TIONAS TO THE MOSTLIKELY DESCENDENT IF M4TIVEAMERICAN REMAINSARE DISCOVERED, THE
REMAINS SHALL BE KEPTJN SlW(7N PLACE7, OR INA SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND
THEANALYSIS OF THE REMAINS SHALL ONLY OCCUR ONS/TE IN THE PRESENCE OF THE TfANATNEAMERICAN MONITOR
EROSIONCONTROL Q
SHAWN BENSON AT (619) 804-4446
1. INCASEEMERGENCYWORKISREQUIREO CO CT 24 HOU SA DAY
2 EQUIPMENTAND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON
(OCTOBER 1 MAPRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 ATCOVEMENTLOCATIONS
TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT
3 DEVICES SHOWN ON PLANS SHALL N076E MOVED OR MODIFIED MTHOURHEAPPR()AL OF THEENGINEERING INSPECTOR
4. THE CONTRACTOR SHALL RESMREALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE
CITYENGINEERAFTER EACH RUNOFFPRODUCING RAINFALL
5 THE CONTRACTORSHALL INSTALLADDITION41. EROSIONCOMROL MEASURESAS MAYBE REQUIREDBYTHECITYENGINEER
DUE TOM INCOMPLETE GRADING OPERATION OR UNFORESEENCIRCUMSTANCES VVKHMAYARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLEAND SHALL TAKE NECESSARY PRECAUTIONS M PREVENT PUBLIC TRESPASS
ONTOAREASTHATAREUNSAFEORAREPOTENTAUYUNSAFE.
7. ALL EROSIONCONTROL MEASURES PROVIDED PER THEAPPROWD GRADING PLANSWU BEINCOPORATEDHEREON
8 GRADEDARFASAROUNO THE PROJECTPERIMETER MUSTDRAINAWAY FROM THE FACE OFSLOPEAT THE CONCLUSION OF
EACH WORKDAY.
9 ALL REMO✓ABLEPROTECTAE DEVICES SHOWNSHALL BE IN PLACEAT THEEND OFEACH WORKING DAY WHEN THE FIVE (5)
DAY RAIN PROBABILITY FORECASTEXCEEDS FORTYPEROENT(40%). SILTAND OTHER DEBRIS SHALL BE REMOVEDAFTER EACH
RAINFALL
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF
DRAINS SHALL DISCHARGE ONTO GRASS AMC LANDSCAPE AREAS PRIOR TO COLLECTIONAND DISCHARGE ONTO THE STREET
AND/OR INTO THEPUBUC STORM DRAINSYSMM
2. GRASSAND LANOSCAPEAREASDESIGNATEDFORSMRM MI ER POLLUTIONCONTROLSHALL NOTBEMOOIRED WITHOUTA
PERMIT FROM THE CITY.
3. ALL IMPERVIOUSAREAS WITHIN THE SITE SHALL DRAIN TOAPPROVED 6MPAMPFAGLMESANWR TO TURFOR LANDSCAPED
AREAS WTHADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD
THEAPPROVED BMPWMP FACILITYANDNR THE TURFMNOSCAPEOME45.
4. NO DRAINS SHALL BE INSTALLED IN HAROSCAPE, DRIVEWAYS, ORANY OTHER IMPERVIOU$AREA UNLESS THE FLOLA'FROM
THE DRAIN DISCHARGES TO MADEQUAM IMPBMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPBMP AREA OR HAVE ANOTHER APPROVED
DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFFAND DISCHARGE ITM MAOEQU4M IMPASMP
6. ALL STORMWAMR IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED MTHOUTA PERMIT FROM
THE CITY.
7. THE INSTALLATION OFAODITIINAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLR' BE
REVISED OR TH TA SEPAPATE ENGINEERINGPERMITBEOBTAINED.
8. ALL EXISTINGAND PROPOSED TRASH ENCLOSURES SHALL BEFITTED M COMPLYWITH STORM WATER BESTMAftAGEMENT
PRACTICE REQUIREMENTS, THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NONCOMBUSTIBLE ROOF THAT MLL NOT
ALLOWRAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BELOCKABLEANO LOCKED WHENNOT MUSE A BERM
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD W ANY LIQUIDS THAT ESCAPE FROM THE OUMPSTER AND TO PREVENTANY
FLOWOFSTORM WATER THROUGH THE TRASH ENCLOSUREAREA THE BERM CAN BE CONSTRUCTED WIDEAND FLAT MALLOW
ROLLINGOFTHEDUMPSTERINANDOUT THE ENCLOSURESHALL SESELFCONFAINEDORMAYHAVEA DRAIN MATDISCHARGES
THWUG MADEQUATELYSIZEDOIUGREASESEPARATORANDISTHENFILTEREOTHROUGHACITY-APPROVEDHYDROC4RBON
FILTERAND OISCHARGEO INTO THE PUBLIC SANITARY SEWER SYSTEM, MOTTO PLANTERS OR THE STORM DRAIN SYSTEM. A
SEPARATE BUILDING PERMIT MAY BEREQIIIREDFORTHIS STRUCTURE.
1. MIER MAINS, LATERALSANDAPPURTENWCES SHALL BE CONSTRUCTEDACCOROING MTHE STANDARD SPECIFICATIONS
OF THE CURRENT WATER AGENCI ES' STANDARDS COMMITTEE (VASC).
2. REWEWOF THIS PLANBYSAN DIEGUITO WATER DISTRICTDOES NOT CONSTITUTE REPRESENTATIONAS TO THEACCURACY
OF THE LOCATION OF OR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN
THE LIMITS OF THIS PROJECT
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE, LINE CROSSING, LINE PARALLELING OR PROPOSED
CONNECTIONSMLL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEETOFPROPOSED WATER
MAINS SHALL BE SHOWN ON IMPROVEMENTPLANS. ELECTRICALAND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
4 CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATEMOVORADJUST TO GRADE ANY EXISTING WATER FACILITY
(FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT ALL AFFECTED WATER
FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANOARDS. IF FACILITIES DO NOT MEET
STANDARDS, THEN THEYSHALL BE UPGRADED TO CURRENTSW4DARDSATTHEOVVNER$ EKPENSE.
B UTILITIES TO MAWTAINMINIMUM 5-FOOT$EPARATION MEN PARALLELING WITERSERNCES.
6 MINIMUMHORIZONTAL SEPARATION OF IGFEETREQUIREO SETMENFIREHYDPANTSMO SAN
DIEGO GASAND ELECTRIC VAULTS.
7 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYSANDALL OTHER TRAVELED MAYS
WATER METERS MUST REIN FRONTOF THE PARCEL THEYARESERONG.
B. CALIFORNIA STATE LAWASSEMBLY BILL AB-1953IS REQUIRING THAT NO-LEAO BRASS BE USED IN THE CONSTRUCTION OR
REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, XIO.. IN COMPLUWCE MTH THIS LAW, THE DISTRICT SHALL
REQUIREALL MATERIALS TO BE NO{EAD SR45S PARTS.
9. ALL COPPER TURING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED MTH CATHODIC
PROTECTION INACCORDANCE MTH AL770R W,L78
10 DISTRICT TO UPGRADE TO DUAL METERATOWNERS EXPENSE.
IMPERVIW8ARE4
IMPERVIOUSAREAPRIOR CONSTRUCTI
N. SOFT
1
AAFTER
IMPERVIOUIN REASETERCONSTRUSAR
SQFT
11,315 FT
INCREASEMIMRRRERLAR
SQFT
3,224 SO FT
O
IMPERMOUSAREA REPM
'SZBBSQFT
TOT
.� SQFT
9,492 SOFT
DESCRIPTION
I APPROVED
DATE
I BENCHMARK
ANISE OWNER INFORMATION, DWG No.,
JOO
6/28/2021
OLJYR�rnvn. Pi. rvO. ivaa
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISHAND USEMAOEQWTELYSIZEO CONCRETE
WASHOUTAREA TO CONTAIN M ISHOUTWASTES ON SITE ITIS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO PLASTERANO THE LIKE INTO THE
STORMWATER CONVEYANCE SYSTEM ORANY RECEIVING WATER. CONTRACTOR SHALL POSTA SIGN DESIGA14TING THE tM' S CUTLOCATION.
CONSTRUCTION SITEACCESS
A STABILIZED CONSTRUCTION SITEACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRTOFF SITE THISSHALL
INCLUDE USING MATERIAL SUCHAST CRUSHED ROCKMO/GRCORRUGAM)SMEL PANELSPIATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREAAWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND
ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR RERNRS SHALL REMADE OFFSITE
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY
INSTALLING EROSION RESISTANTSURFACES SUCHAS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION AND BONDED FIBER MATRIX
II[ �( 19.'lIL1fPId1IHK.l]NLH.'[NIL IIf Y� LIIU5744CIj ` S'1i1v311.•
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFFAROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROMCTOHANNELSAGAINST
EROSION USING PERMANENTAND TEMPORARYEROSION 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,' THEYHELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES.
EROSION SHALL BE PREVENTED BY PLANTING FAST-GROMNGANNUALAND PERENNAL GRASSES M SHIELDAND BIND ME SOIL.
PLANTPERM4NENTVEGETATIONAS SOONAS POSSIBLE, ONCE EXCAATIONANDGPADINGACTIOTIESARE COMPLETE
WATER USAGE FOR OUST CONTROL SHALL BE MINIMIZED
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
WHERE THEY MEL STAY DRY OUTOFTHERAIN. CONTWACTORSHALL PRONOESECONDARYCONTAINMENTFORALL FUEL STORED ONSRE ELIMINATEOR
REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL PARING MATERIALS, ASPHALT CONCRETE
AGGREGATE BASE, ETC STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWAMR STORMWATER FLOWS AND STORM DRAIN INLETS.
STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED MTHA TEMPORARY SEDIMENT BARRIER AROUND
THE PERIMETERATALL TIMES
TRAIN=
CONTRACTORS' EMPLOYEES ENO PERFORM CONSTRUCTION IN THE CITY OFENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OFENCINITAS
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE SUP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWffER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTEAND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR
WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRYTHEMINTO THE CONVEYANCESYSTEM IS STRICTLYPROHIBITED
NO SEEMGE FRDMMYCUMPSMR SPo L BE DISCIARGEO INTOOMRMMATER. BERMSOIKES SHALL BE PLACED AROUND ALL DUMPSTERS M DIVERT
THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES.
DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN
CONTACT MTHANY TRASH94MRIAL. rl..
MANY CONSTRUCTION MATERIALS,INCLUDING SOLVENTS WATER -BASED PLANTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND
CLEARED VEGETATION CAN BE RECYCLED NONRECYCLASLE MATERIALS MUSTSE TAKEN TO ANAPPROPRIATE LANDFILL OR DISPOSED OFAS HAZARDOUS
WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (SEES 714-110.. FOR
INFORMATION ON LANDFIUSANO TO ORDER DUMPSTERS CALL EDCOAT(7W) 4W4151,
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANSAND RECYCLING RECEPACLESAROUNO THE SITE
PORTABLE TOILET$ MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT ANO LOCATE PORTABLE TOILETS AWAY FROM S TORMORAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPTAVAY FROM THE STREET, GUTTER, AND SMRMDRAIN. CONTRACTOR MUST ROUTINELYCHECKAND CLEAN UP
MATERIAL THAT MAY HAVE TRAVELEDAWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON SMRMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT,
CITY OF ENCINITAS AT j760) M2770.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. M THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
SITE ITIS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OFSAIO UTILITIES OR STRUCTURES PRIOR M ANYEXCAVATION,
FOR VERIFICATIONAND LOCATION OF UTILMESANONOTIFICA77ON OFCOMMENCEMEYTOFWARK
A. SEWERS -LEUCADA WASTEWATER DISTRICT-(7BJS-7530IO
B GAS & ELECTRIC -SOLE-CM)dT88200
C. WATER- SAN DIEGUITO WATER DISTRICT{7 X33-050
O.TELEPHONE - SEC BELL -(MO)4B9NII
E. CABLE TV- COX COMMUMCATIONSI760AXLE4YG X MI3
2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 46 HOURS PRIOR M BEGINAIMANY WORK ON THIS PROJECT PHONE'(761)IX =..
3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE' (7B))-5S27RL ALL WORK PERFORMED WITHOUT BENEFIT OF
INSPECTION MLL BE SUBJECT TO REJECTIONAND REMOVAL
OWNER
JEREMY AND JENNIFER CABALLERO
1433AP�1- 415 FRANKLIN PARKWAY
yAVC0r SAN MATEO, CA 94403 Q
1
SITEAUDRESS
710 WOOD DRIVE
APN: 254413 IB:XO
LEGAL DESCRIPTION
MATPORPON OFLOTS SLOCKJ OFSOUTH COASTANNEX IN THE CITYOFENCINITAS,
COUNTYOFSANDIEGO, STATE OFCAUFORNK ACCORDING TO MAPTHEREOFN0. 17M,, _
FILED IN THE OFFICE OF ME COUNTY RECORDER OF SAN DIEGO COUNTY,, MARCH 29,
1924
OWNER'SCERTIRCATE /
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGISTHAS BEEN
OR WILL BE RETAINED M SUPERVISE OVER ALL GRADING ACTIVRYAND ADVISE ON THE
COMPACUONAND STABILITY OFTHE SITE.
I (WE) HEREBYAGREE TO INDEMNIFY, DEFENDANO HOLD CITYAND CRYS
OFFICERS, OFFICALS, EMPLOYEES, ANDAGENTS HARMLESS FROM, ANDAGAINSTANYAND
ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS,
INCLUDING ALL COSTS OF DEFENSE THEREOF ARISING OUT OF OR IN ANY MANNER
CONNECTED DIRECTLY OR INDIRECTLY MTH ANY ACTS OR OMISSIONS OF OWNER OR
ON/NERSAGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICALS, OFFICERS,
OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTROPON C9ZREO INS$E
SIGNATURELCA_, DATE: IO13 Ify 2Q I
HER LEVENGER
SIGNATURE:Al"' �' DATE: 1013 2019
_ASdAM*-R, CLEVENGER
VICINITY MAP
N.T.S
JEREMY CABALLERO
JENNIFER CABALLERO
1, ERIN E RIST A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THATA SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER
MY DIRECTION ON OCTOBER 24, 20/ZONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, MTN MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE I HAVE REVIEWED THESE GRADING PLANS
AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING
PLMSANOSPECI TK)NS--
SIGNED'
YaTE
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EXP.OATE'
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ENGINEERING DESIGN
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CA
(7 0 MONTIEL
9-73Q2 ROAD SAN MARCOS CA 92039 -
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(7B0) 839-7302
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED
STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION THE ENGINEER FURTHER AGREES THAT THE MIRK PERFORMED
HEREIN SHALL BE IN ACCORDANCE MTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS TO THE WENT THAT THE
ENGINEER CONTROLS SUCH PERFORMANCE. THEENGINEERAGREES THATANYPLANCHECK OR REWEWPERFORMEO BY THE CITY OFENCINDAS
IN ITS CAPACITYASA PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOTA DETERMINATION BY THE CITY OFENCINITAS OF THE
TECHNICAL SUFFICIENCYORAOEOUACY OF THE PLANS OR DESIGNAND IT THEREFORE DOES NOTRELIEVE THE ENGINEER OF RESPONSIBILITY
FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON THE ENGINEER AGREES TO WDEMNIFYAND HOLD HARMLESS THE CITY OF
ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY IWURY ARISING SOLELY FROM ME NEGLIGENT
ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND WISHER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCYAND EMPLOYMENT ARISING OUT OF THE WORK PERFORMED BYTHE ENGINEER.
SIGNATURE' DATE' Ov7.11
BRIANMAROOLINO
PASCO LARETSUITER &ASSOCIATES RpOF ESS/YL,.
535NHIGHWAY101 �/„O Al CL ,WC
SOLANABE4CH,QA9075
(M) 2SIL8212
y
RCE EXPIRES 12-31-19 " m No. 71651 o m
w Exp 12/31/yi z
EARTRWORKDATM {T t1 t?
STEEPESTEMSTINGNATURALSLOPEONSRE= 02 H: I V `� C/yll �p
MAXIMUM VERTICAL DEPTH OFCUF= S2 4jF--CA1-1F
MA((MUMVERPCALDEPMOFFILL= 49
CUT= SW O.Y FILL= 1,3M Cy
IMPORT= 870 Cy.
REMEDIAL= 1&2 C.Y( 5KS 'REMOVALMORECOMPACTIONUNDERAND 4 'OUTSIDEOFSUILDINGAREASS
DISTURBEOAREA= 0.93AC
BMP PROJECT STATUS
STANDARD
a-
PRIORITYS7iAS
!DOC
BE MAINTAI HOA/HOME04M'ER
/AGEENAyyGGEEAA REEMEMFOR PR9ATE
SMRYGOLLURONCONTROLFACIUTIES"
N
I LEUCADIA WASTEWATER DISTRICT I PUBLIC WORKS I PLANNING DIVISION I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 1
cewlx 4 oA `I1,`
01
AS -BUILT APPROVALS UcOierU01v uwv�vHm: Unecrtcue
INT. DATE PLANS PREPARED UNDER SUPERVISION C
BRIAN M. ARDOLINO DATE PUBLIC WORKS DATE:_
PLANNING
R.G.E. NO.: 71851
SA.'ENGINEER DATE REVIEWER
INSPECTOR BRIAN M.AR OLIIO EXP: 12-31-1N 1
S'-21-I - •i
iE GN DATE DATE SIGN DATE
ISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
APPROVED: GRADING PLAN FOR:
THE BROWN RESIDENCE
710 WOOD DRIVE 4 44068 G
rTWARD J. WIMMER APN: 256-122-3000 LDEV-011364-201
U/II 1/F
CASE NO: 18-118 TPM/CDP
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"PRIVATE PUMP STATION FORCE MAIN DESIGN TO INCLUDE CHECK VALVE.
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SOIL SUBGRAOE _ )WINUFACTURERBS SPECS FOR THICKNESS
-
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FOR FIREAPPARAlUS (N10)LOAU'NG-P
AREA
APPLOMIKE
A0TE3:
-ALLAGGRBAIEMRTEE CIEWNASTIEOAND FREE OF RI (SANG AT,, ETC)
-RER94ERSSNN1 NOTRESIAIFD ONCE THE MD RI1ERINS BEENADDED
-FAOTLOWSESIWLBEMARAiDRYGUl1!ACTED BEWREPIACEMENTOEIEXiLd/RSE
\.,
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\
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- PAPERs ro �'wPE�aFM FrmTECTEO DuaNG CON9IRULIR)N
PERVIOUS PAVER DETAIL
NOTTOSCALE
PL
PERMEABLE
PAVER PATIO TROCKPCC PAVING STORES LANDSCAPING 1
PERARCH YI OVER3"TMCK3'4' r
/ 1 ROCK
LEGEND
� � PROPERTYLINE
— — — — RIGHT-pF-WAYUNE
--------175------ EXISTING CONTOUR LINE
- - PROF\03EB SETBACKS
PROPOSES BUILDING FOOTPRINT
.:::.:.:.:.:.:.:...........,:,:,:,:� PRCPOSESPERMANENTBMPAREA,
SEE DETAIL SHEET2
PROPOSED IMPERVIOUS FCC
PROPOSED PERVIOUS PAVERS
— — — — PROPOSED EASEMENT
38 PROPOSED CONTOUR LINE
r- PROPOSED STORM BRAIN INLET
PROPOSED STORM DRAIN
PROPOSED S' PCC CURB HID DER
W/ SECORATI VE RIP RAP COBBLE
PROPOSED RETAINING WALL
B" OVERFLOW PIPEWI
ATTRIUM GRATE
DROUGHTTOLERTII
/_PLANTS(TYP) -
CONSTRUCT C4MASONRY
RETAINING WALL PER SDRSD
DOD MULCW GRASS
OR CITYAPPROVED
EQUIVALENT
IE OU 1650- "SEE NOTE BELOW
SCARIFY BOTTOM PRIOR TO
WSINCON9 CTI
BOLE RIP 'PERF PVC SUBORAI 8b",S" 1
OR LESS PVC OUTLETPIPE
IE PER PLAN
E TNGINEERED SOIL'DYER SHALL BEMIMMUN 18'DEEP'SANDYLOAMSOILMIXARHNOMOREINOR
CIAYCONTENT THE NLT SHALL CONTAIN 65%SAND,15% COMPOSITOR HARDHORD MULCH, AND 20%10PSALFREEOF
STONES, SIMAPS,ROOTS, ORSMILAWOBA'CTS,ANDALSOFREEOFNCUR NEE0.V.
- W4'CRWWDROCILIAYERSMLLWAMNMW4 O'BUTM9YWDEE WD RT mGREASE THE Bff1LiRATITWANO
SMMGEABILINY MEME ILTHEEFFECRVEAREA MEMUNWLLBELEVELANOSMLLBESIZED WON
CALCULATION. BIORETENTION AREA DETAIL PARCEL 2
NOTTOSCALE
OVERFLOW PIPE, S' PVC
IL 2- HARDWOOD MULCW GRASS WI ATTRIUM GRATE
COVER OR CITIAPPROVP.D DROUGHTTOLERANT
EQUIVALENT PLANTS(TYP.)
it CC HEADWALL WITH
-R FG 1751 DECORATIVE RIP RAP
i DISSIPATOR
WE
4w
c
B /z 1%Mm
2 LAYER OF 318'GRAVEL
12'LAYER OF 31C GRAVEL
10" LAYER ENGINEERED SOIL "SEE NOTE BELOW
'SEE NOTE BELOW
BOTTOM 1 fc L -SCARIFY BOTTOM PRIOR TO
BASIN CONSTRUCTION
- 4' PERF PVC SUBORAIN & 4"
PVC OUTLET PIPE
IE PER PLAN
' BIORETENTR)N TWINEERED SOIL' LAYER SHALL BE MINIMUM IB' DEEP WMOYLOAM SOIL MIX HITS NOMCAE RAN BE
CLAY CONTENT. ME MIX SMALL CONTAIN 0%SAND. 15% COMPOSITOR NARDNOORD MULCH, AND 20%RARSI FREE OF
STONES, STAIRS. R00T5, OR SIMILAR ORJECTS, ANOALSO FREE DEMOPOLIS HEEDS
-314- CRUSHED ROCK DYER SHALL BEA MNIMUN OF S' BUTWY BE DEEPENED TO INCREASE THE INFILTRAIIONAIO
STORAGEABILI/YOF THE DETAIL THE EFFECRVEAREA OF ME WIN SHALL W LEVEL AND $HA L BE SIZED RIVED ON
CALCULATION.
BIORETENTION AREA DETAIL PARCEL 1
MOTTOSCI
SPECW.SMPINSPECROWN0113:
SPIS M. INSPECTION DEALP0.9TCON311TUCTION BNP BASINS, STRUCTURES, ETC. BY THE
ENGINEER OF RECORD NAR DI NER LICENSED CARL ENGINEER REQMREOAT RE FOLLOWING
BIASES, PROGRESS PICTURES SNALL BE IAIQ'NAND PROVIDED TO THE CIIYATTHE FOLLOMMNG
STAGES:
I. BASIN EXCAVATION
2. PLACEMENTOF PIPES, OURETSIRUCTURE, ETC
3, PUACEWNiOF LLFAN CRUSHED ROCK DYER
4, PLACEMENTOFGRAVELDYER
E PLACEMENTOF ENGINEERED SOIL DYER
6 FINAL BASIN GRADING
I FINAL COMPLETE WIN MTH MULCHAND VEGETATION
SEESPECIAL INSPECDONREMWR EPAREDBYPASCODRETSWER&MSOLMTESMMD
^_ ON FILE M TN ENGINEERBIG MM910N
MIORTOECALINSPE, MkIINSMCO
PRIOITTGOCCUPANCY,RWLINSPECTION, T, THEEGI SECURITIES,AS-BISHALI FIELD GRAMNG
WR) SIGNOFF, IMNCHEWR TMME FIRST, THEEMGINEERO WN IGD SHALL Sa SURVEYAND
VTWEVITTTHELOVSTRUCTEDMPERMOUSSIMDO EWI THAN FIE SFASIGN IF
STAMPED INSPECR0. SSRFAH OBEPROA,E i11EECTSWRKFIELDI MDAPR. RITY
SFOROO NT ERVIOUFORFACEISCREAIED,MMTEECTSIN BECONSIDERESA LGRY
DEVELOPMENTPRUECTFOR THE PR ESDF3TRDAIVATEROIIALRYTRDTMENTANDSHALL CC4JE
INTO FULL COMPLIANCE N1TI1 THE PROVA410N9 OF RIE NPDE3 MY4 PERAN 7AN0IIE" OTYOF
\�\\ ,\1�;\\.\ \CT i .�'� \\ yn i.1 `\ �L\\ �\�'a\ 'C4: J I \1. LANDSCAPING
\\�i ,,.�!- i \
✓. �\ \\\� \\}s:'C\�� ��\]\\1\S �v\ \ fi{r ``\a `� '\i ''•\i\\�\ I\ P 1 t \�a\ �- \�\U
\\ 1-.�\\ \J>;r G\�\, 1 \\� \� _ \\ \S/?\ .\ �� �.. i \�1 i\i�1\ PERMEABLE RAVER LANDSCAPING
'> �\ 1 \ 1 \\, F \ as \ a
� DRIVEWAY •
20 ,D 9 20 40 BG
SECTION 3 PRIVATE DRIVEWAY NOTTOSCALE
MOTTO SCALE SCALE: 1' 2D'
CHANGE NO. DESCRIPTION APPROVED PATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY*. DRAWN Bv: CHECKED BY
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
1 rPARCEL 2 JQO 6/26/2021 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE EN V D: GRADING PLAN FOR:
HOUSE FOOTPRINT, CHANGE GRADING, SHIFT WALLSS DESCRIPTION: PT NO. 1024 THE BROWN RESIDENCE tLDE;
LOCATION: ADIA^ DISK IN SIDE US AVE. S.E. PUBLIC WORKS DATE: ID•7 11 [ .' d�ADD HYDRANT, CHANGE DWG No. BRIAN M.ARDOLINO DATE �LVpy��_����/±QUAD. LEUCADW 8LVD80RPHEU3 AYE. 3T PLANNING � T1O WOOD DRIVE�'�'8E'TRECOR FROM: AFFIC SIGNAL R.C.E. NO.: 71551 JE OWENS WARD J. WIMMERRECORD FROM: R.O.S.18418 REVIEWER APN: 256-122-3000 V-077364-2079
G .ENGINEER DATE BRIAT 1.A DOLINO �O �ry 10/11/11 ELEVATION: 178.543 DATUM: NAVDBB - INSPECTOR -__ EXP.: 12-31-fall DATE DATE CASE 11118-118 TPWCDP H T OF
LWD LATERAL NOTES
1. UIOAPPROAL OFTHESE PLANS DOES NOTRELIEVE THEAPPUCANT, PRIMTEENGINEEROF WORK, OR CONTRACTOR FROM
RESPONSIBILINFOR THE CORRECTIONOFERRORSANDOMISSIONS DASCOWREDWRINGORAFTERCONSTRUCRON.
2. ALL DESIGNS,MATERIALS,ANOCONSTRUCTIONWORKSHALL CONFORMTOTHELELCADIAV✓ASTEJATERDISTRICTLWDSEWER
STANDARDSANO TO THE REQUIREMENTS OF THE STANDARD SPECIRCATIONISFORPUBLIC WORKSCONSTRUCTION(GREENBOOIQAND
TMEREGIONAI. STANDARD DRAMWS, MOSTCURREW EDITIONS. INTMEEWW OFCOWLICTTI ELWD SEWER STANDARpBGOVERN
S OSHA SAFETY OROERSAND OSHA CONFINED SPACE ENTRYREQUIREMENTSSMALL BEFOLLOWEDATALL TIMES WTHOUT
EXCEPTION.
4. THE CONTRACTOR SHALL MAVEA COPY OFTHEDOCUMENTS SPECIFIEDINSEKERNOTES2&30NTHEJOSSUEATALL7IMES.
5 THECONTRACTOR SHALL GLWRANTEEALL KORKFORA PERIOD OF ONE YEARAFTERTiEDATEOFFINALACCEPTANCESYUM3
AND SMALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIPAWIOR MATERALS WITHIN THE ONE YEAR
PERIOD WITHOUT EXPENSE WHATSOEVER TO LAD
B PRIOR TO BEGINNING SEWER WORK CONTRACTOR SHALL SECUREALND PERMITFOR CONSTRUCTONAND SHALL PROVIDEA
MINIMUM OF 72 HOURS NOTICE TO LWO PRIOR TO CONSTRUCTION.
7. APPROVAL OF THIS PLAN BYLWD DOES NOTCONSTRUTEA REPRESENTATION OF TREACCURACYOF THELOCATIONOF, OR THE
EXISMWEOR NONEXISTENCE OF,ANYUNDERGWUND UTIUTY, PIPE, OR SMXTVREDITHINTHELIMITSOFTHIS PROJECT
3 ALL REVISIONS TO DRAWINGS SHALL BEAPPROVED BY THELADDISTRICTENGINEERIN WRMNG PRIOR TO CONSTRUCTION
9. CONNECTIOMMERSTINGSEWERPIPEORMANHOLES$HALLONLYBEDONEINTHEDIRECTPRESENCEOFMELWDINSPECTOR
NEWSEWER SHALL NOT SE CONNECTED ORALLOWED TO FLOW TO EXISTING SEWER UNTILAFTERRN4LACCEPTANCEOFALL
UPSTREAM WORK SYTHE LIM INSPECTOR, ORASAPPROVED BYMTRICT ENGINEER.
10. ALLSERWCELATERAL$SHALLBELOCATEDATRIGHTANGLESTOTMESEWERMNNUNLESS07HERWSESHOWNASAPPROVED
SYLWDONTHEPIANS.
11. A24 CHHIGH"S"SHALL BEINSCRIBED ON THE CURB FACEATEACHLATERAL LOCATION BYTHECONTRACTOR
12. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OFDRfVEMYS
12. ALLSEWERSANDIATERALSSWLLLBEKWYWMLLEDORJETTEO,LOWPRESSUREAIRTESTEOANDTELENSEDATME
APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FIWLACCEPTANCEBY LAD. AIR TESTSHALL BE DONEAFTER
CONSTRUCT/ON OFALL OTHER UTILMESAND URUTY LATERALS,
14. ALL SEAERSAND LATERALS SHALL BE IN PLACEANO SHALL H4VE FINAL APPROVL BY THE LAD INSPECTOR PRIOR TO SACKFILL
15. ALL NEWCONNECTIONS TO EXISTING SEWER SHALL BEM40ETO EXISTING WYES ORSH4LL BEMADEBYINSBULMG NEW
1114NUFACTUREDWYES. FOR INSTALLING NEWMANUFACTURED WYES STANOARDBELLANOSPIOOTORPIA)NEND WYESANOPLAN
END PIPSPOOLS MATCHING THEADJACENTEVSTING PIPEMAYBEUSEDFOR INSERTING WYES INTOAN EXISTINGSEWER. GASKETED
PVC SADDLE WYES MAYBE USED FOR EXISTING SEWER MOMS 124NCHESANOLARGER. ALL CONNECTIONS NOTMAOEM EXISRNG
WYES MUST BE IN ACCORDANCE INTH LWD STANDARD DRAMNG S-M
le. FOR CONNECTION OF NEWLATERALS W EXISTING PIPE GREATER THANSINCHDIAMETER CONTRACTORSHN.L CUTINANEW
AYE PERABOVE OR MAY USEASUITABLYSIZED SEWER SADDLE WYE PER STD DAG. 5S2.
17. IFNECESUW DURINCTHELATERALCONNECTONWDRK UPSTREAl4ROWINTHEEXI VW SEWERSHNI BETEMMMRILY
PLUGGEDAND BY-PASSED ABY-PASS PLAN WACCORDANCE WITH LW'D 87ANEARDDRAWNG S,VMUSTBEREVIEAEOAND
APPROVED BY THE LWO DISTRICT ENGINEER PRIOR TO INSTALLING THE TEMPORARYPLUG.
18, FOR CONNECTION OF PWNEND TO PLAIN END P✓C$EVER, REPAIR COUPLINGS SWILLBE MADE OFPVC MATERIAL MEETING THE
SAME MATERIAL REQUIREMENTSA$ THE PIPE BEING REPAIRED. PVC SEWER REPNR COUPIJNGSSIALL BERUBBER GASKETED MPH
NOCENTERSTOP PIPE ENDS SMALL BE THOROUGHLYCLEANED PRIOR TO INSTALLATION OFTHEREPAIR COUPLING($). THEREPAIR
COUPLING SHALL BE SUPPEDALL THE WWYON TO ONE PLAINEND PIPE, THEN THEPIPEANDAWOMIKI PIPESSHALL SEAUGNEO
TOGETHERAND THE REPAIR COUPLING SLIPPED BACK IN10A POSTNONEQUALLYSPACED 917WEN THE TWO PWNEND PIPES. PVC
SEWER REPAIR COUPLINGS SMALL HERS MANUFACTURED BY PWPIPEOR EQLLALAPPROVED BYTHE LAD OISTRICTENGINEER.
19. PVC OR VITRIFIED CLAYPIPE(VCP) SEWER MEMO WYES MAYUEU54D TO TIE-IN TO EXISTING VCP. FORCONNEC770NOR
REPAIR OFPLAIN END VCP TO OPOR VCP TO PVCAFERNCOSERIES50MCOUPLING ORAPPROVED EQWILSH BEUSEO
20. FINALAPPROML OFPLANS BYDISTRICTENGINEER IS VALID FORAPERIOO DFTMENOTTO EXCEED ONEYEAR FROMAPPROAL
GATETOSTARTOFCONSTRUCTION IFTHEONEYFARTMELIMTOWIREDPRIORMSTARTOFCONSTRUCTIONTHEOEVELOPER
SHALL RESUSMITTHE PLAN CHECK TO THE DISTRICTENGINEER FORANUPQATEDREVIEWANOAPPROAL. ANYCH4NGESREQUIRED
TO THE PLANS SHALL BE MADEATTHEDEVELOPERS EXPENSEANDAPPROVEDBY THEUIODISTRICTENGINFER PRIOR TO THESTART
OFCONSTRUCTION.
21. CONTRACTOR$HALL BEAWWRE TNATLWD FACIL17TES PROVIDE WASTEWATER CONVEYANCE, TREATMENTANDDISPOSLL TO THE
PUBLIC24HOURSADAY,S65DAYSAYFAR. THEREFORE, L14D OR THEIR CONTRACTORS M4YNEEDACCESS TOFACIUTIES FOR
OPERATIONS MAINTENANCE, OREMERGENCYREPAVRATAWTIME, THE CONTRACTOR MLLENSURETH47ACCESS TO THEFACKITES
IS MAINTAMEDATALL TIMES (DURING CONSTRUCTIONANDATTHEENOOFE4CHCONSTRLgTONOAY)ANDSHALL NOTHINDERANO
WOULD BE EXPECTED TO ASSIST MTHACCESS WHILE WORKINGAROUND LAD FACILITIES.
21. CONTRACTOR SHALL TAKEALL PRECAUTION4RYMEMURES NECESSARYTO PROTECTLWOFACILITIESANO STRUCTURES DURING
CONSTRUCTION, SHOULD THE CONTRACTORATANYTME DAMAGE LWD OR PRIMMSEWERLATERAL FACILITIES, THE CONTRACTOR
SHALL IMMEDIATELY STOP WORK, NOTIFYLWD, MINIMIZEAND CONTROLANY SEWAGESPILLAND RERNRDAMAGED AICILITIES TO THE
SATISFACTION OFTHELWDENGINEERATW OOSTTO UND INCLUOIW INSPECTK)NANDANYBYRASSINGREQUIREO. DAMAGE C41/5ED
M SEWER FACILITIES SHALL BE REPAIREOINACCOROANCEWTTHALLAPWLABI.ELMST KWV SPECIRG UONSAN0 DRAWINGS.
SUBMIT FORDO APPROVAL PRIOR TO REFINR
M THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS, COWAINNGANY SEWAGE SPILLS:
RECOVERYAND LEGAL DISPOSAL OFANY SPILLED SEWAGEARISING FROMANY WORXADJACENTM LW)FACIUOES ORALLOMNGA
SEWAGE WILL OR FAILURE TO PREVENTA SEWAGE SPILL MILE PERFORMNG THE WORK CONTRACTOR DILL BE RESPONSIBLE FOR
ALL CLEAN-UP COSTSANO PENALTESASSESSED TO THE DISTRICTASA RESULTOFA STAGE SPILL CAUSED BY THE CONTRACTOR
24. CONTRACTOR$HALLNOTIFYLWDAWEEKINAOVANCEOFPLANNEOCONSTRUCRONACTVIOESINTIEAREAOFWORK
POTENTWLLYAFFECTING LWD SEWER FACIU71ES,
25. CONTRACTOR SMALL NOTFYLWD 48 HOURS PRIOR TO EXCAMTIONOFSEMR UNDER CROSSINGS, OVERCROSSINGS, OR
MNALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED.
ITIS REQUIRED BYLWD THATTHE PUMPSTATIONSHALL.
1. COMPLY WITH CALIFORNIA PLUMBING CODECHAPTER 7SECTION 71110
2 HAVSDUALPUMPS
3 HAVEAHIGH-LEVELAIARM
4. HAVEAPUMPFAILUREAIARM
SHAVE A SYSTEM WHEREBY THE ABOVE ALARMS ARE. NOTICEABLE FROM THE
RESIDENCE (AVOID, VISUAL SERVICE ETC)
RIB RECOMMENDED BYUOTWITTHEPUMPSTATNJNHAS
1. ACHOPPERORGWNDERPUMP
2 ASERVICEDONTRACT
3 ANALARMSERVICECONTACTRESPONSE
Iwssz'w'e nrv'
PERTYUME
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'CONSTRUCTION
Mom
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LENTIMMLEFYI ' PfOl(oSEO$T!rrlrE
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A EROSION CONTROL PLAN \
/
HYOft08EEONOTEB
1. HYDROSEEDING$HAL BEAPPLIED TOALL SLOPES THATARE GRADEDE7(HORIZONTAL TO VEHIICAL)
OR STEEPER WHEN THEYAREA:
A. THREE FEET OR MORE IN HEIGHT IN FILLAREAS
B. FIVE FEETOR MORE IN HEIGHTINCUTAREM UNLESS SLOPEIS NOTSUBJECTTO EROSIONDUE
TOTHEEROSIONRESIMWCWA CTEROFTHEVATERW.AS APPROVEDSYTHECITY
ENGINEER
2 IPRIGATIONSHALL MAINTAIN THE MOISTURE LEVEL OFTHESOILATTHEOPTIMUMLEVELFOR THE
GROWTH OF THE HYDROSEEDED GROWTH
3. HYDROSEEDING MIX SHALL COMOTOFALL THE FOLLOWING:
A. SEED MIX SHALL CONWSTOFNO LESS THAN
1. 20 LBS PERACREOFROSE CLOVER
2 0 LBS PERACRE OFZORRO FESCUE
3 3 LBS PERACRE OF E SCHOOL CA CALIFORMCA
4. 4LBS PERACRE OFACHILLEA MILLEFOLIA
5. 3 LBS PERACRE OFALYSSUM (CARPET OF SNOW]
B. 12 LB PERACREOFOIMORPHOLECA
Z ITEMS C, QEAMIFOF THIS SUBSECTIONMAYSEOMTTEOONLOCATIONS WHERETHEAREA
BEING )fYOROSEEDEO IS NOTOSISLEFROMEITHERAPUBUC STREETORRESIDENTIAL
STRUCTURES.
8. ITEMAOF THIS SUBSECTIONMUST BE INOCULATED WITHANDROGENFWNG R4CTERAAND
APPLIED DRYEITHERBYORIWNG ORSROADCASPMGSEFORE WROSEEDING.
9. ALL SEED WTERALS SHALL BE TRANSPORTED TO THE JOBSITEIN UNOPENEp CONTNNERS
WITH THE CALIFORNADEPARTMENTOFFOODANOAGR[CULTURE CERRFILATONTAG
ATTACHEDTO, OR PRINTEDONSNOCONTANERS.
10. NOMPHYTPTOXICWE7INGAGENTS MAYBEADOEDTOTHEHYDROSEEDSWRRYATTW
DISCRETIONOFTHECONIRACTOR.
B. TYPE 1 MULCHAPPLIEDAT THERATE OF NO LESS TH02,000LSS PERACRE TYPEBMULCH
(STRAW) MAYBE SUBSTITUTED, ALL OR RUM, FOR WDRAULKNLYAPPLIEDFIBER MATERIAL.
WHENSTRAWISUSEDITMUSTBEANCHOREOTOTHESLOPEBYM 94AUQLLLYPUNCHINGNO
LESS TH4N50% OFTHESTRAWINIO THESOIL
C. FERTILIZER CONSISTING OFAMMONIUM PHOSPHATESULFATE, 132Q AIM 15%SULFUB
APPLIEDAT THE RATE OF 5LO LBS PERACRE
4. ARE4$TOBEHYDROSEEDEDSHALLBEPRERWEDPRIORMHYDROSEEOINGBY.
A. ROUGHENING THE SURFACE TO BE PLANTED SYANYORA COMBINOVIONOF
1. TRACKWWLKING SLOPESSTEEPER THANBi.
2 RIPPINGAREAS THATMLL NOT SREAKUPUSINGTTEM /ABOVE.
B. CONDITIONING THESOILS SO TH4TITISSUIMBLEFOR PLANTING BY
1. ADJUSTING THE SURFACESOIL MOISTURE TO PROVIDEADAMPBWNOT
SATURATED SEED BED
2. THEADDITON OF SOILAMENDMENTS, PHAOJUSTMENT LEACHING OR
COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH
5. HYDROSEEDEDAREM SHALL BE MAINTAINED TO PROIADEA VIGOROUS GROWTH UNTIL THE PROJECT
IS PERMANENTYLANOSCAPEO OR, FORAREAS WHERE HYDROSEEOING IS THE PERMANENT
LANDSCAPING, UNTIL THE PROJECT IS COMPLETEDANDALL SECURITYIS RELEASED.
PL r LANDSCAPING
I PLANTER PER
1 I OTHERS PftOPoSEDADD1710N
1 WOODOECK I �F=/8807� Fo-lAex - PATIO
r LANDSCAPING
1. ROUTINE INSPECTION TO GUARDAGAINSTRUAOFFANDEROSIONAND TODETECTWWTOR
IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYINGAND DISEASED VEGETATION
3. ERADICATION OF INASIVESPEGES
4. REPAIRING THE IRRIGATION SYSTEMAND ITS COMPONENTS MIEN REQUIRED
5. REPLENISHING MICHAS NEEDED
8. SOILAMENDMENTWHEN NECESSARY TO SUPPORTANDMNNDVNHEALTHYPLAWGROWM
7 FERTILIZING PRUNING ANTI WEEDINGAND MNNTAINMGTURFAREAS
S MAINTENANCETOAVOIDOSSTRUC770NOFMOTORIBTSWEW5
9. OWNER WILL BE RESPONSIRLEFORMNNTENWE
10 USE OFA TIMING DEVISE TO RUNALL IRRIGARON(KMITERYBACKUP)
ii. MOUNTAIN ME SYSTEM CONSISTENT WITH MAWA(M4XAPPUED WATERALLOWWCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS"HYDROZONE"
13 MAINTAIN THE IRRIGATION SYSTEM TO NOTEXCEED MAIM(MAKAPPUED WATER ALLOWANCE)
ADOITIOMALN07ES
1, EROSION CONTROL MEASURES (E.G. BONDED FIBER MITRIK VEGETATIVE COVER JUTE,M4nMA
MUSTBE IMPLEMENTED VMEREAPPUCASLE TO PREVENTSOIL EROSION ON SITE SEDIMENT
CONTROL MEASURES (E.G. SILTFENCING, FIBER ROLLS, GRAVEL 84GS) MUSTBE IN PLACE TO
PREWNTERODED SOIL FROM LEAVING SITE M4TERWS MIMWEMENTBMPWISTALSO BE
FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THATMAYCOWRISUTE TO
WATER QUALITY DEGRADATION DOWNSTREAM(EG. CONCRETE OR STUCCO NASHOUTAREAS,
COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OFPORTARLE TOILETS OVER
APERVIOUS SURFACE.
2 NO DIRECTLY CONNECTED IMPERVIOUSAREMUICIA) SHALL SEALLOWED. OCWMFANS STORM
RUNOFF GENERATEDAND CONVEYED VIA IMPERVIOUSAREM SUCHAS ROOF, ROOF DRAIN
DRIVEWAY, AND STREET.
3 ALL PARCELSARE SUBJECT TOARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE-FAMILY
RESIDENTIAL DEVELOPMENT THESE GUIDELINESAREA2LABLEATCITYNALL(MI5S. VULCANAVE
ENCINITAS, CA92024)ANDAREAPPROVEDASPERFCRES. X06,27.
PE
PROPOSED FIBER ROLLS
PROPOSED
HIORETENRON
AREA
DESILTWG BASIN NOTE:
BIORETENTION BASINS SHALL BE EXCAATED AND USED AS DESILTING BASINS
DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE
BIOFILTRATION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS
ACHIEVED, PRIOR TO OCCUPANCYAND/OR FINAL.
1. SET POSTS AND EXCAVATE A
2. STAPLE EXTRA STRENGTH SILT FENCE TO
4 BY 4 IN (10 BY 10 CM)
THE POSTS. POSTS ARE TO BE SPACED
TRENCH UPSLOPE FROMAND
CLOSER THAN STANDARD
ALONG THE LINE OF POSTS.
PRE -MANUFACTURED SILT FENCE
PRODUCTS.
BIN (15 CM)
3. ATTACH THE FILTER FABRIC TO 4. BACKRUAND COMPACT THE
THE POSTS AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH.
nrvw or N_-- I - �4"PVC STORM
OCCURATDISCRARGEPOINT9 THIS IS COMMON WHENRETURNNGFROMACATION q^pO STORM DRAIN
ORNN
SEC77ONC NORTH PROPERTY NE TO SOU
NOT TO SCALE
10. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY:
BENCHMARK AS -BUILT APPROVALS BMA ENGINEERING DIVISION APPROVALS
CHANGE DWG No. JQO 6/28/2021 DESCRIPTION: PT. NO. 1024 INr. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED:
LOCATION: FD. 2.5" DISK IN SIDEWALK IN S.E. PUBLIC WORKS DATE: 10•l' I1
BRIANM.ARDOLINO DATE
EASTERLYLEUUADIAF TRAFFIC
BLVD 8 0RPHEUS AVE. 3T .nA+w--
PLANNING JE E ENS /�y,� qR0 J. WINNER
EASTERLY OF TRAFFIC SIGNAL R.C.E. NO.: 71851
RECORD FROM: R.O.S.18418 G .ENGINEER DATE REVIEWER SR RDOLINO ��fl�i Io/lL/%�J
ELEVATION: 178.543 DATUM:NAVD88 INSPECTOR EXP.: 12a1-1911 OATEN DATE
FILTER FABRIC ( -
DETAIL
3/4- COURSE
AGGREGATE
FILTER
/ FABRIC
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BYA SOILS ENGINEER
SECTIONA-A
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELDAS NECESSARY
CONSTRUCT SEDIMENT BARRIERAND DITCH
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
A-7 -
WIDTH AS REQUIRED
$
TOACCOMODATE
IT
ANTICIPATED TRAFFIC
K
LL
ro
U
19' RADIUS
MIN -_
50' MIN
CONSTRUCTION ENTRANCE DETAIL
GRAVEL BAGS OVERLAP
ONTOC
ONTO CURB
6
O
0
RUNOFF WITH ENDS OVERLAPPED
<c„
INLET PROTECTION
n
5
~
TWO LAYERS OF GRAVEL BAGS
w
5Qm
Uu
Z
mean
RUNOFF
,G / WIT AOVERLAPPEDYERS OF GRAVEL
GAP BETWEENBAGS)
ACTS AS SPILLWAY GRAVEL BAG DETAIL
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GOING PLAN FOR:THE BROWN RESIDENCE Q710 WOOD DRIVEAPN: 256-122-3000
NO: 18-118 TPNVCDP