2010-10584 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC
RIGHT OF WAY. FAILURE TO D❑ S❑ WILL RESULT AN ISSUANCE OF A
STOP WORK NOTICE AND DOUBLE PERMIT FEES, IT IS THE
RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE
IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT
PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN,
OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE
FACILITY.
UTILITY NOTE
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 STANDARD DRAWINGS, ANY CHANGES OR REVISIONS
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED 'GEOTECHNICAL INVESTIGATION FOR PROPOSED
BARN EXTENSION, ARENA AND PASTURE AREA OF 3214 FORTUNA RANCH
ROAD, ENCINITAS, CALIFORNIA' PREPARED BY VINJE & MIDDLETON
ENGINEERING, INC, DATED JULY 22, 2010, PROJECT #10 -209 -P SHALL BE
CONSIDERED AS A PART OF THIS GRADING PLAN, ALL GRADING SHALL BE
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
3, SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN
PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS.
4, WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5, CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
PROTECT ADJACENT 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 THAT ANY MONUMENT OR
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A
LICENSED LAND
SURVEYOR,
7, THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
STANDARDS, LAWS AND REGULATIONS,
8, GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) MILE OF A
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
THE HOURS OF 530 RM, AND 7130 A.M. NOR ON SATURDAYS, SUNDAYS AND
CITY RECOGNIZED HOLIDAYS.
9, NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT,
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
AND PERMITTEE, THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)
633 -2770.
10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR
THE PROPOSED HAUL ROUTE, THE DEVELOPER SHALL COMPLY WITH ALL
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH
REGARDS TO THE HAULING OPERATION,
11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF
SECURITY AND AS GRADED CERTIFICATION SHALL BE PROVIDED STATING,
"THE GRADING UNDER PERMIT
NO, 10584 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
AS- GRADED PLAN", THIS STATEMENT SHALL BE FOLLOWED BY THE DATE
AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION,
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST
THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS
AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL,
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE,
13, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
BEEN INSTALLED
14, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION.
ALL VEGETABLE MATTER 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 NATURAL GROUND, THE EXPOSED SOILS SHALL BE
SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM
OF 90 PERCENT, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE
WITH SPECIFICATI ❑NS,
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 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 OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND 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 OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE 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 S❑ AS TO LEAVE THE AREAS THAT HAVE BEEN
CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY
DEBRIS, APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED
FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL
CHANGE NO. DESCRIPTION APPROVED DATE
NOTIFICATIONS
1. 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 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, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND
NOTIFICATION OF COMMENCEMENT OF WORK
A. SEWERS - CSD - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C, WATER - ❑LIVENHAIN MUNICIPAL WATER DISTRICT- 760- 753 -6466
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E, CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233
2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT, PHOND (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION,
PHOND (760)- 633 -2770, ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION AND REMOVAL,
EROSION CONTROL
1, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DEMETRIOS XANTHOS AT
( 949 ) 248 - 8600 24 HOURS A DAY,
2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT
ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY
MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN
RAIN IS IMMINENT.
3, DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
APPROVAL OF THE ENGINEERING INSPECTOR,
4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
PRODUCING RAINFALL.
5, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS
MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING
OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR
ARE POTENTIALLY UNSAFE,
7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
SHALL BE INCORPORATED HEREON,
8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY,
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED
AFTER EACH RAINFALL,
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO
DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
BMPAMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR
HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
8. ALL EXISTING AND 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 NOT ALLOW RAIN WATER
TO ENTER THE ENCLOSURE, THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE
FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH
ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF
THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A
DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND
THEN IS FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED
INTO THE PUBLIC SANITARY SEWER SYSTEM NOT TO PLANTERS OR THE STORM DRAIN
SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
EARTHWORK DATA:
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 9
MAXIMUM VERTICAL DEPTH OF FILL = 10
CUT = 2700 C,Y, FILL. = 2700 C,Y, IMPORT = 00.00 C.Y,
REMEDIAL = 00.00 C,Y. ( 00.00 REMOVAL AND RECOMPACTION UNDER
AND 00.00' OUTSIDE OF PAVED AREAS)
DISTURBED AREA, 39,100 SQFT, 0,89 ACRES
2 -S
plo 0ArE
SCE 23 /GAO
BENCHMARK
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE, IT IS ILLEGAL TO WASH CONCRETE, SLURRY,
MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING
WATER, CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION,
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS To
PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK
AND /OR CORRUGATED STEEL PANELS /PLATES,
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND 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 FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL
BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION
CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER,
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, D❑ NOT
REMOVE TREES OR SHRUBS UNNECESSARILY! THEY HELP DECREASE EROSI ❑N,
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 SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE,
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON-SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
SEEPAGE AND SPILLAGE, CONTRACTOR SHALL STORE THESE PRODUCTS
WHERE THEY WILL STAY DRY OUT OF THE RAIN, CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE.
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
LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS,
STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH
A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES,
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED To
BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS, THESE BMP
NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE, THE PROPERTY OWNER(S) 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 SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED
AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF, DUMPSITE'S 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 WITH ANY TRASH MATERIAL,
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN
ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS
MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION
ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800)
714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PLACE TRASH CANS AND RECYCLING RECEPTACLES
AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS
ON PERVIOUS SURFACES,
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND ST❑RMDRAIN,
CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY 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.
OWNER
SHELIE & DEMETRIOS XANTHOS
3214 FORTUNA RANCH ROAD
ENCINITAS, CA 92024
PHONE: 949- 248 -8600
SITE ADDRESS
3214 FORTUNA RANCH ROAD
ENCINITAS, CA 92024
APN # 264 -090- 22 -00, SAN DIEGO COUNTY, CA
LEGAL DESCRIPTION:
PARCEL 4 OF PARCEL MAP NO. 2080,
FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY,
1 111 6/1 97 3 AS FILE NO. 73-319561
LOT SIZE=
MAIN RESIDENCE=
DETACH 5TRUCTUPQ
STORAGE=
DETACH GARAGE=
GAZEBO=
3.0 AC
3,451 5Q. FT.
605 5Q. FT.
320 5Q. FT.
189 5Q. FT.
LA COSTA AVE.
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OLiVENHAIN RD.
BLVD. S
49,
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ENCZNiTAS BLVD.
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VICINITY MAP
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OFi\11H /SITE,
DATE, Zy��7a
SOILS ENGINSER'S CERTIFICATE
`a. t1s iS S1 at i
I A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED S ❑IL 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 7-2-10 AND FOR AN UPDATE ON
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH 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 H 0-,-AEEN
q R� NO,� R8 l 01ACE -4(74 EXP, DATE 12-31 - Oa
JOB # 10 -20A -F ,r
HACIENDA DEVELOPMENT SOLUTIONS, INC,/ V U4)
647 STEAMER LN.
PERRIS, CA 92571
PHONE, 951- 575 -0983
STATEMENT OF ENGINEER OF WORK:
N.T.S.
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE
OR PROFESSION, THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED 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 PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A
PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE
CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR
DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD
HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY
DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR ❑MISSIONS
OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE
OF SUCH AGENCY AN EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE
ENGINEER. /
SIGNA
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VISTA ENGINEERINGv INC.
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CITY OF ENCINITAS - ENGIN-EERING SERVICES DEPARTMENT DRAWING NO.
3RADING PLAN F❑R
3214 FORTUNA RANCH RD.
SHELLIE & DEMETRIOS XANTHOS 10584 -G
APN # 264 - 090 -22 -00
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