2019-14372 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAINA CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENTAT LEAST 48 HOURS PRIOR TO
WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OFA STOP WORK NOTICEAND
DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWSARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAINAWAY FROM
STRUCTURES FORA MINIMUM OF 5 FEETAT 2 PERCENTAND BE CONVEYED TOANAPPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND,
GENERAL NOTES
1. ALL WORK SHALL BE DONE INACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITASAND THE SAN DIEGOAREA REGIONAL STANDARD
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BHAAPROVED BY THE CITY ENGINEER PRIOR TOANY REQUESTFOR
INSPECTION.
2 THE SOILS REPORT TITLED "LIMITED GEOECHNICAL INVESTIGATION, PROPOSED SINGLE- FKRESIDENCES, FiYMVM5
AVE UE, CITYOF ENCINITAS,CAUFORNLA92024 ", PREPAREDBY 6N,(� AA59Q114G -D cS1�Ul GRaP -- DATED
$ Sj012018, SHALL BE CONSIDEREDASA PART OF THIS GRADING Am.. ALL GRADING SHALL BE DONE INACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATEAPPROVALSAND PERMITS FORANY CONSTRUCTION WITHIN PUBLIC RIGHT- OF -WAYOR EASEMENTS SHALL BE REQUIRED
IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FORANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKEANY NECESSARY PRECAUTIONS REQUIRED TO PROTECTADJACENT PROPERTIES DURING GRADING
OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THATANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE
RE- ESTABLISHEDAND REPLACED BYA REGISTERED CIVIL ENGINEER OR ALICENSED LAND SURVEYOR.
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCTAND MAWTAINALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATEAND FEDERAL SAFETYAND HEALTH STANDARDS, LAWSAND REGULATIONS.
8. GR40INGAND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OFA STRUCTURE FOR HUMAN OCCUPANCYSHALL NOT BE
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND T30A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTILA PRE-CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING
PEOPLE PRESENT CITYINSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTORAND PERMITTEE. THE
PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITYAT LEAST48 HOURS INADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TOANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE
DEVELOPER SHALL SUBMIT TOAND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL COMPLYWITHALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING
OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVALANDJOR FINAL
RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING "THE GRADING UNDER PERMIT NO. 14372 -G HAS
BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THEAPPROVED GRADING PLAN ORAS SHOWN ON THEATTACHEDAS- GRADED
PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATEAND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12. ALL GRADING SHALL FE INSPECTEDAND TESTED BYA QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECTAND
TEST THE EXCAVATION PLACEMENTAND COMPACTION OF FILLS AND BACKFILLSAND COMPACTION OF TRENCHES. HE SHALL SUBMIT
SOILS REPORTSAS REQUIREDAND WILL DETERMINE THE SUITABILITY OFANY FILL MATERIAL. UPON COMPLETION OF GRADING
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BYHIM OR UNDER HIS SUPERVISIONAND THAT IN HIS
OPINION, ALL EMBANKMENTS AND EXCAVATIONS AREACCEPTABLE FOR THEIR INTENDED USE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGEAND PREVENT PONDING
OF WATER. HE SHALL CONTROL SURFACE WATERANDAVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITEAND
SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADEDAREAS UNTIL SUCH TIMEAS PERMANENT DRAINAGEAND
EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALLAREAS TO BE FILLED SHALL BE PREPARED TO BE FILLEDAND FILL SHALL BE PLACED INACCORDANCE WITH STANDARD
SPECIFICATION. ALL VEGETABLE MATTERAND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
SURFACE UPON WHICH THE FILL IS TO BE PLACED, LOOSE FILLANDALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
GROUND, THE EXPOSED SOILS SHALL BE SCARIFIED TOA DEPTH OF 12 INCHESAND THEN COMPACTED TOA MINIMUM OF 90 PERCENT. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATERAND COMPACT THE FILL IN STRICTACCORDANCE WITH
SPECIFICATIONS.
15 CUTAND FILL SLOPES SHALL BE CUTAND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACEAND UNIFORM CROSS
SECTION. THE SLOPES OR EXCAVATIONAND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMEDAS DIRECTED BY THE
ENGINEER OF WORKAND LEFT INA NEATAND ORDERLY CONDITION. ALL STONES, ROOTSAND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE
AND TOP OFALL SLOPES SHALL BE ROUNDED INACCORDANCE WITH THE GRADING ORDINANCE.
16 ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
THE SITE BY THE CONTRACTOR SOAS TO LEAVE T HEARERS THAT HAVE BEEN CLEARED W1THA NEATAND FINISHEDAPPEARANCE FREE
FROM UNSIGHTLYDEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEERAND CITY
ENGINEER PRIOR TO THE DISPOSAL OFANY SUCH MATERIAL.
17. THE REMOVAL OFANYANDALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM.
TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTSARE REFERRED TO AS CITY
TREESAND 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 LINEAREA (THEAREAFROM
1'HE TRUNK OFATREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IFA CITY TREE IS NOT
CLEARLYLABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE EVEN IFAPPROVED 1MPROVEMENTSARE IN CONFLICT WITHA
CI TYTREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TOADDRESS THE TREE REMOVAL.
18 IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOG/CAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY,
THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES IN THE AREA OF
DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECTAPPLICANT SHALL IMMEDIATELY NOTIFY
DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED
RESOURCE(S) SHALL BE DETERMINED BYA QUALIFIED ARCHAEOLOGIST HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE
DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE
DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY
SERVICES BEFORE GRADINGACTIVIT/ESAREALLOWED TO RESUME.
19.AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE
DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE,
SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE
OF THE DISCOVERY OR ANY NEARBYAREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BYA QUALIFIED
ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE
CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097 98. IF
SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF
THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA
NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY
STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS
OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE
AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY
DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT /N SITU ( "IN PLACE"), OR IN A SECURE
LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN
THE PRESENCE OF THE I CANATIVEAMERICAN MONITOR.
CHANGE NO.1 DESCRIPTION APPROVED DATE
DESCRIPTION:
LOCATION: 2.E
EROSION CONTROL
1, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAKE SCHULZ AT(760)621 -8751, 24 HOURS ADAY
2. EQUIPMENTAND WORKERS FOR EMERGENCY WORK SHALL BE MADEAVAILABLEATALL TIMES DURING THE RAINY SEASON
(OCTOBER I TOAPRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILES ON SITE ON OCTOBER 1 AT CONVENIENT
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARYEROSION CONTROL MEASURES WHEN RAIN IS IMMINENT
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THEAPPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTOREALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY
ENGWEERAFTER EACH RUN -OFF PRODUCING RAINFALL.
5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURESAS MAY BE REQUIRED BY THE CITY ENGINEER DUE
TOAN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLEAND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS THATARE UNSAFE ORARE POTENTIALLY UNSAFE.
7 ALL EROSION CONTROL MEASURES PROVIDED PER THEAPPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
8. GRADEDAREASAROUDN THE PROJECT PERIMETER MUST DRAWAWAYFROM THE FACE OF SLOPEAT THE CONCLUSION OF EACH
WORKDAY
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL 6EW PLACEAT THE END OFEACH WORKING DAYWHEN THE FIVE (5) DAY
RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILTAND OTHER DEBRIS SHALL BE REMOVEDAFTER EACH
RAINFALL.
S TORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPlIMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROMALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS
SHALL DISCHARGE ONTO GRASSAND LANDSCAPEAREAS PRIOR TO COLLECTIONAND DISCHARGE ONTO THE STREETAND /OR INTO
THE PUBLIC STORM DRAIN SYSTEM.
2 GRASSAND LANDSCAPEAREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUTA
PERMIT FROM THE CITY.
3. ALL IMPERVIOUSAREAS WITHIN THE SITE SHALL DRAIN TOAPPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED
AREAS INITHADEQUATE GROUNOCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUSAREAS MUST SLOPE TOWARD THE
APPROVED BMP /IMP FACILITYAND /OR THE TURF /LANDSCAPEDAREAS
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, ORANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE
DRAIN DISCHARGES TOANADEQUATE IMP/BMP.
5. DRIVEWAYS SHALL HAVEA MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMPAREAOR HAVEANOTHERAPPROVED DRAINAGE
SYSTEM THAT IS DESIGNED TO COLLECT RUNOFFAND DISCHARGE IT TOANADEQUATE IMP I BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED ORALTERED WITHOUTAPERMIT FROM THE CITY.
7 THE INSTALLATION OFADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED
OR THATA SEPARATE ENGINEERING PERMIT BE OBTAINED.
8, ALL EXISTINGAND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT
PRACTICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOTALLOW
RAIN WATER TO ENTER THE ENCLOSURE THE ENCLOSURE SHALL BE LOCKABLEAND LOCKED WHEN NOT IN USE A BERM SHALL BE
INSTALLEDATALL OPENINGS TO HOLD INANYLIQUIDS THAT ESCAPE FROM THE DUMPSTERAND TO PREVENTANY FLOW OF STORM
WATER THROUGH THE TRASH ENCLOSUREAREA. THE BERM CAN BE CONSTRUCTED WIDEAND FLAT TO ALLOW ROLLING OF THE
DUMPSTER (NAND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE DRAIN THAT DISCHARGES THROUGHAN
ADEQUATELYSIZED OIUGREASE SEPARATORAND IS THEN FILTERED THROUGHA CITY-APPROVED HYDROCARBON FILTERAND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING
PERMIT MAYBE REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALSANDAPPURTENANCES SHALL BE CONSTRUCTEDACCORDING TO THE STANDARD SPECIFICATIONS
OF THE CURRENT WATERAGENCIES' STANDARDS COMMITTEE (WASC).
2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPR€SENTATIONAS TO THEACCURACY
OF THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE (THIN
THE LIMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAYAFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER
MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICALAND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTORAND OWNERARE RESPONSIBLE TO RELOCAT€AND/ORADJUST TO GRADEANY EXISTING WATER FACILITY (FIRE
HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES
MUST MEET CURRENT W4TERAGENCIES' STANDARDS COMMITTEE (W4SC) STANDARDS. IF FACILITIES DO NOT MEET
STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDSAT THE OWNERS EXPENSE.
5 UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GASAND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS.
WATER METERS MUST BE IN FRONT OF THE PARCEL THEYARE SERVING.
8. CALIFORNIA STATE LAWASSEMBLY BILLAB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR
REPAIR OFALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL
REQUIREALL MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC
PROTECTION INACCORDANCE WITH WC -17 OR WC -18.
ELEVATION: 178.54'
PASCO, LARET, SUITER &ASSOCIATES
535 N. HWY 101, SUITE A, SOLANA BEACH, CA 92075
PH: {858) 259 -8212 FAX: (858) 259 -4812
NAVD88
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTIONACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISHAND USEANADEQUATELY SIZED CONCRETE WASHOUTAREATO CONTAIN WASHOUT WASTES ON SITE. IT IS
ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTERAND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OOANY
RECEIVING WATER: CONTRACTOR SHALL POSTA SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SIT€ACCESS
ASTABILIZED CONSTRUCTION SITEACCESS SHALL BE PROVIDED FOR VEHICLES EGRESSAND INGRESS TO PREVENT TRACKING DIRT OFF SITE
THIS SHALL INCLUDE USING MATERIAL SUCHAS 3" CRUSHED ROCKAND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
ASPECIFICAREAAWAYFROM GUTTERSAND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE
REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL -
EROSION CONTROL MUST BE PROVIDED FORALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTEDAGAINST
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCHAS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
NO EXCAVATIONAND GRADINGACTIVI AESAREALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFFAROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT
CHANNELSAGAINST EROSION USING PERMANENTAND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHENABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TOAVOID
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP 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 - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELDAND BIND
THE SOIL.
PLANT PERMANENT VEGETATIONAS SOON AS POSSIBLE, ONCE EXCAVATIONAND GRADING ACTIVI TIES ARE COMPLETE. WATER USAGE FOR
DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED INA SECURE PLACE TO PREVENT SEEPAGEAND SPILLAGE. CONTRACTOR SHALL STORE THESE
PRODUCTS WHERE THEY WILL STAYDRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED
ON-SIT€. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING
MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATEDAVMY FROM CONCENTRATED STORMWATER
STORMWATER FLOWSAND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURESAND
PROVIDED VVITHA TEMPORARY SEDIMENT BARRIERAROUND THE PERIMETERATALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR IMTH THE CITY OF
ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BEAVAILABLE TO EVERYONE WORKING ON SITE.
THE PROPERTYOWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIR€MENTSAND THEIR
OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OFALL WASTEANO 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 SEEPAGE FROMANY'DUMPST€R SHALL BE DISCHARGED INTO STORMWNATER. BERMS/DIKES SHALL BE PLACEDAROUNDALL DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED
ATALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN
ORDER TOAVOID RAIN CONTACT WMTHANYTRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALTAND CONCRETE, WOOD,
AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TOANAPPROPRIATE LANDFILL OR DISPOSED
OFAS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE
AT (800) 714 -1195 FOR INFORMATION ON LANDFILLSAND TO ORDER DUMPSTERS CALL EDCOAT (760) 4364151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANSAND RECYCLING RECEPTACLESAROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDERAND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINM€NTAND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPTAWAY FROM THE STREET, GUTTER, AND STORUDR41N. CONTRACTOR MUST ROUTINELY CHECK
AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELEDAWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING
DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770.
NOTIFICATIONS
1. THE EXISTENCEAND LOCATION OF UNDERGROUND UTILITY PIPESAND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BYA
SEARCH OFAVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THEREARE NO EXISTING UTILITIES EXCEPTAS SHOWN ON THESE PLANS,
HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECTANY EXISTING UTILITIES OR STRUCTURES
LOCATEDAT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWNG OWNERS OF SAID UTILITIES OR
STRUCTURES PRIOR TOANY EXCAVATION, FOR VERIFICA77ONAND LOCATION OF UTILITIESAND NOTIFICATION OF COMMENCEMENT OF WORK
A. SEWERS- LEUCADIA WASTEWATER DISTRICT- (760) 753 -0155
B. GAS & ELECTRIC - SDGE - (760) 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT- 1- 800 -227 -2600
D. RECYCLED WATER -SAN ELIJO JOINT POWERSAUTHORITY- (760) 753-6203,,X-32
E TELEPHONE - SBC BELL - (760) 489 -3411
F. CABLE TV - COX COMMUNICATIONS -(760) 806 -9809; X -2233
2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNINGANY WORK ON THIS PROJECT. PHONE:
(760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760) 633.2770. ALL WORK PERFORMED WITHOUT
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECT/ONAND REMOVAL.
EARTHWORK DATA IMPERVIOUS AREA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2H: IV
IMPERVIOUS AREA PRIOR TO CONSTRUCTION:
564 SOFT
MAXIMUM VERTICAL DEPTH OF CUT 3.5 FT
IMPERVIOUS AREA AFTER CONSTRUCTION:
8,395 SOFT
MAXIMIUM VERTICAL DEPTH OFFILL: 2.5 FT
INCREASE IN IMPERVIOUSAREA:
7,831 SOFT
CUT = 375 CY
IMPERVIOUSAREAREPLACED:
0 SOFT
FILL = 200 CY
IMPORT = 175 CY
REMEDIAL = 150 CY
SHEET INDEX
1. PRE SHEET
2 GRADING PLAN & DETAILS
3. EROSION CONTROL PLAN & SECTIONS
LEUCADIA WASTEWATER DISTRICT
pV6l -%C 5E'wr-A -SI?SiV_N APPROWtL
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DIFcTER WILSGN EI4GINEEa1k&_
AS -BUILT APPROVALS DESIGr
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WILLIAM G. MACK DATE
SENIOR ENGINEER DATE
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
PUBLIC WORKS
2•ll•
IGN
INT. DATE PLANS PREPARED UNDER SUPERVISION OF
DATE: C "6020
R.C.E. NO.: 73620
WILLI M G. MACK EXP.: 12131/20
RICK & DENISE TVERDOCH
898 HYMETTUS AVENUE
ENCINITAS, CA 92024
(760) 942 -2748
PERMITTEE
RICK& DENISE TVERDOCH
898 HYMETTUSAVENUE
ENCINITAS, CA 92024
(760) 942 -2748
SITEADDRESS
916 HYMETTUSAVENUE
ENCINITAS, CA 92024
PACIFIC
OCEAN
LEGAL DESCRIPTION
PORTION OF LOT 17, IN BLOCK 8 OF SOUTH COAST PARK, OF MAP N0. 1776,
FILED W THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY
APN 254- 331 -22
CERTIFICATE OF COMPLIANCE RECORDED MAY2, 1991 AS DOCUMENT NO.
1991 - 0202213 OF O.R.
SOILS ENGINEER'S CERTIFICATE
VICIN17 Y MAP
NTS
1, �pIN E5T A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD
OFAPPUED SOIL MECHANICS, HEREBY CERTIFY THATA SAMPLINGAND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN
THIS SITE WAS MADE BYME OR UNDER MY DIRECTION ON JULY20, 2018. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED
FROM THIS STUDY, WITH MY RECCMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURHTERMORE,
1 HAVE REVIEW THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS
PROJECT HA BEEN�N6BRPB �TED H E GRADING PLANS AND SPECIFICATIONS,
SIGNED:
RCE /GE 2M 46122
EXP. DATE: q 12021
JOB #: 18 -0010
ENGINEERING DESIGN GROUP
2121 MONTIEL ROAD
SAN MARCOS, CA 92069
PH: 760 -839 -7302
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THATA REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVERALL GRADINGAC770TYANDADVISE ON THE COMPACTIONAND STABIL17YOF THE SITE.
1(WE) HEREBYAGREE TO INDEMNIFY DEFEND, AND HOLD CITYAND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, ANDAGENTS
HARMLESS FROM, ANDAGAINSTANYANDALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OFACTIONS, LOSSES, DAMAGESAND
COSTS, INCLUDINGALL COSTS OF DEFENSE THEREOF ARISING OUT OF OR INANYMANNER CONNECTED DIRECTLYOR
INDIRECTLYWMTHANYACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FORANYANDALL WORK OR CONSTRUCTION COVERED IN
THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT ORAPPROVED PLANS WITHIN THE PRIVATE PROPERTY
OR PUBLIC EASEMENTS.
SIGNATURE DATE. ZO Zvi
PRINTNAME: gI G4 QNy /VP�6�delck
�6;FIP0 E
STATEMENT OF ENGINEER OF WORK �JCXT ww
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WUH THE GENERALLYACCEPTED
STANDARDSAND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
HEREIN SHALL BE INACCORDANCE WITH THE RULESAND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE
ENGINEER CONTROLS SUCHPERFORMANCE. THE ENG/NEERAGREES THATANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS
IN ITS CAPACITYASA PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOTA DETERMINATION BY THE CITY OF ENCINITAS OF THE
TECHNICAL SUFFICIENCY ORADEQUACY OF THE PLANS OR DESIGNAND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY
FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEERAGREES TO INDEMNIFYAND HOLD HARMLESS THE CITY OF
ENCINITASAND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURYARISING SOLELY FROM THE NEGLIGENT
ACTS, ERRORS, OR OMISSIONS OFTHE ENGINEERAND HIS/HERAGENTS OR EMPLOYEESACTING WITHIN THE COURSEAND SCOPE OF SUCH
AGENCYAND EM L 1141Y ENTANDAR St G OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE: DATE: U 2 0't 0
WILLIAM G MACK
PASCO, LARET, SU17ER &ASSOCIATES
535 N. HIGHWAY 101, SUITEA
SOLANA BEACH, CA 92075 �F ES
PH: (858) 259 -8212 QR
BMP PROJECT STATUS 1
w No. 73620 m STANDARD
Exp. 12/31/20 A
sr CIVIL
qrF OF CAL \F�
PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
2 LS' ZoZv {- 7 - Zo �Q� f -�2 -Zo �� I ?A Zou
DATE SIGN DATE SIGN DATE SIGN DATE
ENGINE RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
OV D• GRADING PLAN FOR:
916 HYMETTUS AVENUE
FOVWIAK EDWARD J, I MER APN:254- 331 -22 14372 -G
f CITY ENGIN R
DATE DD TEf PLANNING CASE NO: 18 -049 CDP
SHEET 1 OF 3
PROiEM NOhS F>F ESE P LMEOUS PLANS
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT,
ALL THE WORK PROP DIED ON N01E
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT 'S PROPERTY. IF ANY
GRADING
PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE
DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A
CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER
WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND
CONSTRUCTION.
SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT
2 ALL DESIGNS MATERIALS AND CONSTRUCTION WORK SHALL CONFORM
TO LEUCADIA WASTEWATER DISTRICT LWI) STANDARD SPECIFICAONS,
( )
PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN E WRITING AND SUBMITTED TO THE
CITY IS GROUNDS FOR ASTOP -WORK TO BE ISSUED FOR THE PROJECT UNflL THE REQUIRED PERMISSION
A
��`/ /'
T
��
AVAILABLE ON THE LWD WEBSIIE AND TO 1HE REQUIREMENTS OF THE
IS OBTAINED.
Ij
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) App1)i tk Np7E'S
AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX VEGETATIVE COVER, JUTE_ MATING) MUST BE
EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN. IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES
J. OSHA SAFETY ORDERS AND OSHA CONf7NED SPACE ENTRY (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM
REQUIREMENTS SHALL BE FOLLOWED AT ALL 71MES WITHOUT EXCEPTION. LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM
IN SEWER N07ES 2 & 3 ON THE JOBSITE AT ALL TIMES. (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS,
5. NO WORK SHALL BE COMMENCED UN77L ALL RIGHT-CF-WAY AND OTHER PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
REQUIRED PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF
COUNTY, AND /OR APPROPRIATE AGENCIES GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET.
6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOW ON
THESE PLANS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE DATE PREPARED: 112412019
ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE REVISED:
NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS
CALLED TO THE POSSIBLE EXISTENCE OF 07HER UTILITIES OR STRUCTURES NOT
PLAN
A VENUE
APN 254-331-22
SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS THEI I I } I I j j jf \ ( {
CONTRACTOR SHALL TAKE DUE PRECAU7ONARY MEASURES TO PR07ECT THE E
UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR I f ! j ( }� con ! I HYMETTUT S AVE
STRUCTURES SHOW. � } [ � ( � i � � 1 r'?
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A } } } I I IL -_ __ - W IE CAUTION! I
REPRESENTAON OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCEI f. `APPROX LOCATION OF
OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OF STRUCTURE OT 3 j } i ItD ! I EXISTING 4" HP GAS
WITHIN THE LIMITS OF THIS PROJECT. J q i s) R LOT T 17 _ I
8. C�T TRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE J �M 1 I 1 } 1 77 / l- i att _ f
WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBLIC 24 ( I \ ? }�)mm ( J
HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS APN: 254-331-19 1 I PARKING - "3 ✓ )APN: 254 - 331 -216 -° i f / if / EXISTING PAC I --�
MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR �1 I I / f BELL RISER
�1RANIIQV "CUR ! W4DE PRIVA ACCESS & U
EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR WILL ENSURE THAT T�13 •P3 i } I /30/20 AS EXISTING
j TO ED( 6FA1 WIDE PRI11E ACCES & U71U7
ACCESS TO THE FACILITIES IS MAINTAINED AT ALL TIMES DURING �132•9Q TW- 133,50 ED
If
CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY AND SHALL f 'BV3300 __ L ASEMENT RECORDED /26/2046 IT D ENO. 201 i S POWER POLE
OW--134. 1Wg137.5 T3g50 AS DOC NO. 7 LIMIT Ofi
NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE j B - 37.OD q } C�ADING Y Y° _ ` E>ISNNEr,
WORKING AROUND LWD FACILITIES i 1 4'17'4 9. I STREET SIGN
9. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY { =T 1, 2. 11_;_0 g;t
TO l ?OTECT LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION SHOULD 3 4 .. .. ° 9 I 7.O e ° <° a 5.1 E STING' € I - - STRICT R7 INSTALL NEW 11 .1 1 .,` (XJY WIRES i WATER SERVICE &METER
THE' CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER LATER i f "Fd % ✓ a \ h 4. ° °� PER W'5 -01, WC -17 AT
FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, I j q FS 133.02 " } ) i 1 }e 4 C q . _.
i° �° ° a OWNERS EXPENSE
MINIMIZE AND C41v?T,'OL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES FL `�- ,• L } I ! " � ."
TO THE SATISFACTION OF THE LWO ENGINEER AT NO COST TO LWD INCLUDING pROp Tryp qP p ° ° 4 " °9 ° {. i t AC TRENCH RESURFACING PER
INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER } a ° ° t ° p i a ! ENCINTAS STANDARDS
FACIU71ES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD I } } } ° ) HP =1378 C�ADING ( \ 4.39 cs
STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR E149TNG ALL f0 �Z M�1I I GF= 133.17 1 1 \ } } ___.- ° INSTALL 20' WIDEFCC DRIVEWAY
TO REPAIR. 714__ 13.50 (gtSTANT } FG 133.00 l } } l I I } I M J C APRON PER G-14
10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING E STING FENCE C i
SEWAGE SPILLS; CONTAINING ANY SEWAGE SPILLS, RECOVERY AND LEGAL
PROP C ti / wa(( TO.BE REMOVED
DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO �_ ._ �__ j �3� • I
LWD FACIL177ES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A I WATER POC I € ( p -` REPLACE EXti1.5" ME INSTALL 6" AC BERM
SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE j i ro� O V 1 7 I ; } TZ LOT 17 _._ ypTH q 1^ WgTy� PER G -5
RESPONSIBLE FOR ALL CLEAN -UP COSTS AND PENALTIES ASSESSED TO THE � LIMIT OF FL =13 B ft- 137.50 • y
MIA � 776 MAP 1776 &METER PER WS-�o�ff'" ¢'
DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. OTECT EX } - GARAGE'- -s APPROX LOCAF6N
11. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED IN PLACE --- ..... • } � � �PN: 254. - 331 -20 CF EXISTING 8" CP
CONSTRUCTION ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWO ! N: 12 33c1 - 1 I
SEWER FACILITIES. FL= 131.00t } F (S ME IO IE (SAME OWNER) WATER 10 I ; ` APPROX LocATIav
12. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF (; PROTECT N P�10 I OF EXISTING B MAIN
SEWER UNDER CROSSINGS OVERCROSSINGS, OR PARALLEL WST!'LATIONS LIMIT ' FG= 133.00 j / o I SEWER
WHERE SEWER MAY BE EXPOSED. } } i f
NOTE: UTILITIESARE KNOWN TO EXIST IN THEAREA.
INFORMATION SHOWN HEREON IS PER BESTAVAILABLE
RECORD INFORMATION. FXACT HORIZONTALAND
VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO ORDERING MATERIALS AND
CONSTRUCTION. CONSTRACTOR SHALL NOTIFY
ENGINEER OF WORK OFANY DISCREPANCIES BETWEEN
ACTUAL LOCATIONAND PLAN LOCATION OF UTILITIES
UPON DISCOVERY OF DISCREPANCY.
NOTE: IFANY MONUMENT IS DISTURBED OR DESTROYED
IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR
AND A CORNER RECORD OR RECORD OF SURVEY SHALL
BE FILED WITH THE COUNTY.
NOTE: ALL EXISTING ONSITE STRUCTURES AND
VEGETATION TO BE REMOVED UNLESS OTHERWISE NOTED.
RIGHT -OF -WRY DEDICATION RECORDED FMi )y , 2GLO
AS DOCUMENT NO. 2O20- 007 6 5 2%
ENCROACHMENT MAINTENANCEAND REMOVAL
AGREEAIENT RECORDED AaecA A 202PAS
DOCUMENT NO. 20ZO- 0111373
POR L 3 e PBUILDING ` °132.5 11 /{ iii f t
FF= 133.67 I f
MAP 1 6 J } PAD= 133.00
APN: 254- 1- 11 ; , APN: 254- 331 -22 I r * BIORETEN71ON "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
I f i I SHALL CONTAIN 65% SAND, 15% COMPOST OR HARDWOORD MULCH, AND
20% TOPSOIL, FREE OF STONES, STUMPS ROOTS, OR SIMILAR OBJECTS,
= 137.OD4 I} PROPERTY LINE I AND ALSO FREE OF NOXIOUS WEEDS
FL-0 .5
** 3�4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
FG= 133.00 FG= 133.00 3
j j +* BI0FTL7RA1iIXJ BASIN } ( I, tl I
f AREA = 376 SF LIMIT OF PAD I TG= 131.00 FG 130.50
12BROKCS APPRO IE= 126.50
�yy F. 1 i .5
_ 2
EQUIVALE ;;,* \ FL =130 4 `13200 EX CMU BLOCK
t TM Rp TG= 131.40 • Y I RETAINING WALL
1
P
- APPROX.
EXISTING
^' �l -
AC
I/
l �
12.49111 - dY�TsE"3.� dolw.�4
� a
PL
PROJECT PROJECT ILEUCADIA BLVD
70 REMAIN
i
Bill =hill_
0000000.00
0000000000
I'll 0 moo
CITY APPROVED EQUIP
2" HARDWOOD MULCH
COVER OR CITY
APPROVED EQUIVALENT
DETAIL - BIORETENTION BASIN
I FUCAnIA RnUI FVARO
GRAVEL
(RAVE
THIS
n offs avu?
fa rrMA .
LEGEND
PROPERTY LINE
DEDICATION/ EASEMENT LINE
RIGHT -OF -WAY
SETBACK LINE
LOT LINE
LIMIT OF GRADING
EXISTING CONTOURS
PROPOSED CONTOURS
SWALE FLOWLINE/ DRAINAGE DIRECTION
BIORETENTION BASIN
PROPOSED PCC PAVEMENT
PROPOSED RIP RAP PER D -40
PROPOSED RETAINING WALL PER C -4
PROPOSED CURB
PROPOSED 12 "X12" CATCH BASIN INLET
PROPOSED SIDEWALK UNDER DRAIN
PER D -27
PROPOSED COBBLE DISSIPATER
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING SEWER LINE
EXISTING SEWER MANHOLE
EXISTING FIRE HYDRANT
EXISTING POWER POLE
EXISTING PAC BELL RISER
PROJECT 97E
0y5R 6C CLASS 11 BASE
DRIVEWAY
SECTION A
NTS
---- 135 - - --
135
mni .T.
Vd------ -
Q
SECTION B
NTS
NTS 'tu� Expo 12/31/20
GRADE
ERM
-TYPICAL SECTION - LEUCADIA BOULEVARD GRAPHIC SCALE 1 " =20'
NTS
0 20 40 60
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ut�iuimcu isr: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
Zb I ZDS WGM
DESCRIPTION: FD 3/4" IRON PIPE W/ DISC (ILL) INT. DATE PLANTS PREPARED UNDER'SUPERVISIO� OF RECD AP VE GRADING PLAN FOR:
LOCATION: NE CORNER OF THE SITE ESTABLISHING WILLIAM G. MACK DATE PUBLIC WORKS DATE: La �� 916 HYMETTUS AVENUE
THE NORTH LINE OF LOT 17 14372-G
PLANNING STEVE AK EDWARD J. WI ER
-APN: 254 - 331 -22
R.C.E. NO.: 73620 I E GINEE
RECORD FROM: ROS 9114 SENIOR ENGINEER DATE REVIEWER C
1 i (,' 11 INE
ELEVATION: 151.95' DATUM: NAVD88 INSPECTOR ILLIA . MA K EXP.: 12/31/20 DATE D E PLANNING CASE NO: 18 -049 CDP SHEET 2 OF 3
-1 1
PASCO, LARET, SUITER &ASSOCIATES
535 N. HWY 101, SUITEA, SOLANABEACH, CA92075
PH: (858) 259 -8212 FAX: (858) 259 -4812
I
1
POR L `7
MAP 1
APN: 254-
EROSION
CONTROL
PLAN
HYMETTUS
GRAPHIC SCALE
0 20
AVENUE
CHANGE NO.
APN 2
3" TO 6" COARSEAGGREGATE
PROFILE
EXISTING GROUND
16'MIN.
PLAN - I \
PROVIDEAPPROPRIATETRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCEAND PUBLIC RIGHT -OF- WAY
*LESSER DISTANCEALLOWED WITH CITY INSPECTORAPPROVAL
DETAIL A: CONSTRUCTION ENTRY
DESILTING BASIN NOTE
BIORETENTION BASINS SHALL BE EXCAVATEDAND USEDAS
DESILTING BASINS DURING CONSTRUCTION THE SILT SHALL BE
COMPLETELYREMOVEDAND THE BIORETENTION BASINS
COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR
TO OCCUPANCYAND / OR FINAL RELEASE
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
AREA DRAIN
) LAYERS OF GRAVEL
BAGS IMTH ENDS
OVERLAPPED -
DETAIL S: GRAVEL SAGS
NOT TO SCALE
1. SET POSTSAND EXCAVATEA 2 STAPLE WIRE FENCING TO
4 BY41N (10 BY IO CM) THE POSTS.
TRENCH UPSLOPE FROMAND
ALONG THE LINE OF POSTS. -
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCEAND EXTEND IT
INTO THE TRENCH.
E=�wrm
WE
41N (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
WIRE
EROSION CONTROL LEGEND
PROPOSED CONSTRUCTION TR -1
ENTRANCEPERDETAILA LL t LLI �LL 1 L.
GRAVEL BAGS PER DETAIL B SE4 SE -6, SE -10
SILT FENCE PER DETAIL C SE -1 n n n
No. 73620
Exp. 12/31/20
PASCO, LARET, SUITER &ASSOCIATES
535 N. HWY 101, SUITEA, SOLANA BEACH, CA92075
PH: (858) 259 -8212 FAX: (858) 259 -4812
DETAIL
C: SILT FENCE
NOT TO SCALE
GRAPHIC SCALE
0 20
1 " =20'
40 60
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINE RING DIVISION APPROVALS
CITY OF ENCINITAS
- DEVELOPMENT SERVICES
DEPARTMENT
DRAWING NO.
2019
z S
wum
DESCRIPTION: FD 3/4" IRON PIPE W1 DISC (ILL)
LOCATION: LINE CORNER OF THE SITE ESTABLISHING
THE NORTH LINE OF LOT 17
INT
DATE
PLANS PREPARED UNDER SUPERV SIGN OF
DATE: % 20 2620
R.C.E. NO.: 73620
/
WIL ANI MACK EXR: 12/31/20
RE D:
STE WA
Ll - 1.®
DATE
APP OV
ARD J. WI ER
CIT E GIVE
( ZD
DA E
GRADING PLAN FOR:
PLANNING CASE NO: 18 -049 CDP
916 HYMETTUS AVENUE
APN: 254 -331 -22
14372 -G
PUBLIC WORKS
WILLIAM G. MACK DATE
PLANNING
RECORD FROM: ROS 9114
ELEVATION: 151.95' DATUM: NAVD88
SENIOR ENGINEER DATE
REVIEWER
INSPECTOR
SHEET 3 OF 3
PASCO, LARET, SUITER &ASSOCIATES
535 N. HWY 101, SUITEA, SOLANA BEACH, CA92075
PH: (858) 259 -8212 FAX: (858) 259 -4812