2019-14529 G (Plans)RIGHT OF WAY NOTE
EROSION CONTROL
STORMWA TER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
OWNER
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 DO SO WILL RESULT IN
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM LARSEN AT (858) 967 -8435,
CONCRETE WASHOUT
JIM & VERONICA LARSEN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
24 HOURS A DAY.
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT
3446 SITIO SANDIA
EUCAO
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
CARLSBAD, CA 92009
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING
DRAINAGE NOTE
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
THE WASHOUT LOCATION.
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
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SITE ADDRESS
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DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
A STABILIZED CONSTRUCTION
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO
639 QUAIL GARDENS LANE
APPROVED DRAINAGE FACILITY.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR
ENCINITAS, CA, 92024
UTILITY NOTE
OF THE ENGINEERING INSPECTOR.
CORRUGATED STEEL PANELS /PLATES.
APN: 257- 011 -26 -00
OJAIL &WENS LN
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ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
CONSTRUCTION VEHICLES
GENERAL NOTES
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
LEGAL DESCRIPTION
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PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
OFF -SITE.
PARCEL 3 OF PARCEL MAP NO. 16255, IN THE CITY OF
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PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
1 Q
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
EROSION CONTROL
ACCORDING TO MAP THEREOF FILEDIN THE OFFICE OF THE
BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
COUNTY RECORDER OCTOBER 10, 1990 AS FILE
-�pg
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
N0. 1990 - 553915 OF OFFICIAL RECORDS.
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2. THE SOILS REPORT TITLED 'GEOTECHNICAL INVESTIGATION PROPOSED SIGNLE- FAMILY
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
RESIDENTIAL DEVELOPMENT 639 QUAIL GARDENS LANES ENCINITAS, CALIFORNIA" PREPARED BY
VINJE 9 MIDDLETON ENGINEERING, INC., DATED JANUARY 25, 2019. ALL GRADING SHALL BE DONE
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
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IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
BE INCORPORATED HEREON.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF WAY OR
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
VICINITY MAP
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
NOT TO SCALE
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
OWNER'S CERTIFICATE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOP ANY OFFSITE GRADING.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
UNNECESSARILY, • THEY HELP DECREASE EROSION.
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP�IMP NOTES
FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND
PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFFICERS, OFFICIALS, EMPLOYEES,
'
AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS,
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF OR IN ANY
OR DESTROYED SHALL BE AE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS,
LICENSED LAND SURVEYOR.
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
COMPLETE.
EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL
DRAIN SYSTEM.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
WORK ORCONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR
7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
,
APPROVED PLANS WITHIN THE PRIVATE PROPERTY R PUBLIC EASEMENTS.
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
AND HEALTH STANDARDS, LAWS AND REGULATIONS.
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
SIGNATURE: DATE: 0611612020
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
JIM LARSEN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5'30 P.M. AND 7.'30 A.M. NOR ON
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR
PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF
3446 SITIO NDIA
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE
FROM STOCKPILES KEPT OK SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT
CARLSBAD, C 92009
APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
CONCRETE,
CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD
FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
ONSITE WITH THE FOLLOWING PEOPLE PRESENT.- CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
SIGNATURE: DATE : 0611612020
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA
FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
VERONICA LARSEN
A
HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR
3446 SITIO SANDIA
DISCHARGE IT TO AN ADEQUATE IMP /BMP.
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
CARLSBAD, CA 92009
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
WASTE MANAGEMENT
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
ALTERED WITHOUT A PERMIT FROM THE CITY.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
SOILS ENGINEER'S CERTIFICATE
ENGINEER FOP THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
I, RALPH M. VINJE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
OBTAINED.
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL
.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER BERMS /DIKES SHALL BE PLACED
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
,
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY. AN 'AS GRADED CERTIFICATION" SHALL BE
B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY
DIRECTION ON 5122118. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 14529 -G HAS BEEN PERFORMED IN SUBSTANTIAL
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
CONFORMANCE WITH THE APPROVED GRADING PLAN OR Ab bHUWN ON THE ATTACHED AS- GRADED PLAN ".
HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO
PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN
REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
CONTACT WITH ANY TRASH MATERIAL.
FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
CERTIFIES SUCH GRADING OPERATION.
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT
ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
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
AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND
I
ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR
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 714 -1195. FOR INFORMATION
QPOFESSI0,,I,q
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BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE
(800)
ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
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DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS
SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND
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RALPH M. VINJE DATE
HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND
RCE
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AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
GE NO.: 863
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w No. 863
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INTENDED USE.
THE SITE.
EXP. DATE: 12/31/19
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Exp. 12/31/21
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
NOTIFICATIONS
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR
VINJE 6 MIDDLETON ENGINEERING, INC.
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DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN
SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON
PERVIOUS SURFACES.
2450 AUTO PARK WAY
ESCONDIDO, CALIFORNIA 92029 TqT ECHN
TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
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(760) 743 -1214 F OF CALIF
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS,
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR
JOB # :18 -256 -P
EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
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
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
STATEMENT OF ENGINEER OF WORK
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770
SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED.
OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
.
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
A. SEWERS - CSD - (760) 633 -2770
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM
B. GAS 6 ELECTRIC - SDGE - (760)- 438 -6200
SAN DIEGUITO WATER DISTRICT NOTES
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE ORPROFESSIDN. THE ENGINEER
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND
C. WATER - SAN DIEGUITO WATER DISTRCIT 1- 800 - 227 -2600
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS
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
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
D. TELEPHONE - SBC BELL - (760)- 489 -3411
OF THE CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC).
PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
E. CABLE TV - COX COMMUNICA TIONS- (760)- 806 -9809 X -2233
IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
2. REVIEW OF THIS PLAN SAN O WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY
BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND
BEGINNING ANY WORK ON THIS PROJECT. PHONE (760)- 633 -2770.
OF, THE LOCATION OF, OR R THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY PIPE OR STRUCTURE
,
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR
WITHIN THE LIMITS OF THIS PROJECT.
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED
ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
(760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OFPROPOSED
SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
TO REJECTION AND REMOVAL.
WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS
EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
THE WORK PERFORMED BY THE ENGINEER.
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
FIRE NOTES:
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY
°
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
(FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER
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06/16/2020
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
1. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND
FACILITIES MUST MEET CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT
SIGNATURE. DATE:
MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH
MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER S EXPENSE.
BRIAN ARDOLINO
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN
THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT.
P POFESSIO
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FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY
2• ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHT 36
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
PASCO LARET SUITER 9 ASSOCIATES p OMEL
535 N. HIGHWAY 101 SUITE A qq
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED
(S).
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IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING,
TO 42 INCHES ABOVE FINISHED GRADE, TO THE TOP OF THE CONNECTION.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC
SOLANA BEACH, CA 92075
EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE
A. IF AN FDC IS INSTALLED SEPARATE FROM THE BACKFLOW /DOUBLE DETECTOR CHECK, IT
VAULTS.
(858)259 -8212
�'
DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE
SHALL BE LOCATED A MINIMUM OF 5 FEET FROM THE BACKFLOW/DDC VALVE.
RCE EXPIRES. 12 -31 -19
w o No. 71651 o
m
CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT
B. WHEN AN FDC IS ATTACHED TO THE BACKFLOW/DDC, THE FDC MOUNTING HEIGHT SHALL
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS
Exp. 12/31/21
MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY
STILL BE 36 TO 42 INCHES MAX ABOVE FINISHED GRADE.
MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
C. IF THE BACKFLOW/DDC IS INSTALLED WITHOUT AN VDC, BOTH OS &Y VALVE HANDLES
S'T
SHALL BE MOUNTED 36 TO 42 INCHES ABOVE FINISHED GRADE.
B. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR
CIVI\-
qTF
18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY
D. BUSHES, TREES, AND SIMILAR FOLIAGE SHALL NOT BE LOCATED WITHIN A RADIUS OF 5
REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL
OF CAS
DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY
FEET OF THE FDC OR BACKFLOW/DDC VALVE ASSEMBLY. GROUND COVER LANDSCAPE ZS
REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
-ZF�P
HALT GROUND- DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE
ACCEPTABLE.
SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY
E. TOP OF STEM FOR BACKFLOW/DDC SHALL NOT EXCEED 4B INCHES IN HEIGHT.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION
DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE
IN ACCORDANCE WITH WC -17 OR WC -18.
BMP PROJECT STATUS
SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED
3. PRIOR TO THE DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE
ARCHAEOLOGIST, HISTORIAN, OR IN CONSULTATION WITH THE DEVELOPMENT SERVICES
PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE
GICAL RESOURCES,
DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE
SATISFACTION OF THE FIRE DEPARTMENT:
IMPERVIOUS AREA EARTHWORK DATA
PRIORITY STORMWATER TREATMENT FACILITEIS TO BE MAINTAINED BY
DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY
A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE
AREA DISTURBED: 39,761 SF
HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR
NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME.
INSPECTING DEPARTMENT OR AGENCY,'
STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A
PRIVATE STORMWA TER TREATMENT AND STORMWA TER POLLUTION
B. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A
MAXIMUM VERTICAL DEPTH OF CUT = 2.9'
CONTROL FACILITIES"
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE
PERMANENT ALL - WEATHER SURFACE FOR EMERGENCY VEHICLES: AND
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SF MAXIMUM VERTICAL DEPTH OF FILL = 3.9'
IMPERVIOUS AREA AFTER CONSTRUCTION: 14,805 SF
FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE
C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVE AND ACCEPTED BY THE FIRE
INCREASE IN IMPERVIOUS AREA: 14,805 SF
EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO
DEPARTMENT AND APPLICABLE WATER DISTRICT.
CUT = 750 C.Y. FILL = 750 C.Y.
RECORDED ON
COUNTY CORONERS OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY
IMPORT= 0 C.Y.
IMPERVIOUS AREA REPLACED. 0 SF REMEDIAL = 640 C.Y.
_____________
OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A
AS DOC. #:
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
DEPARTMENT OF ENVIRONMENTAL HEALTH PUBLIC WORKS
PLA NG DIVISION
PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT
ENCINITAS FIRE DEPARTMENT
CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SD
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
Digitally signed by Poitras, Jenna
P o i t ra S J e n n a
LL
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
Date: 2020.06.23
15:46:54 - 0700'
6/25/20
6/23/20
6/29/20 Chy seWl oLsovw 06/23/2020
t 6/292020
DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU (IN
- -
PLACE), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS
SIGN
DATE
IGN
DATE
SIGN DATE
SIGN
DATE SIGN DATE
SIGN DATE
OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR.
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
A
DESCRIPTION. STATION 'ENC- 1024"
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED: APPROVED.
GRADING PLAN FOR:
LOCATION: MEDIAN ISLAND, LEUCADIA BLVD
WESTERLY OF QUAIL GARDENS
BRIAN M. ARDOLINO DATE
PUBLIC WORKS
DATE: 0611612020
Steve) Ncmak
639 QUAIL GARDENS LN
14529 -G
DRIVE
PLANNING
° �},
4+ � . g%*fta
JIM LARSEN
RECORD FROM.' ROS 18416
�, (u_ R.C.E. NO.: 71651
STEVEN NOWAK EDWARD J. IMMER
APN:257- 011 -27
ELEVATION: 320.42'
REVIEWER
BR AN MICHAEL ARDOLINO 12 -31 -21
EXP.:
T �0 912 0 �09�20
r
DATUM: NAVDB8
SENIOR ENGINEER DATE
INSPECTOR
DATE DATE
PLANNING CASE NO: 3181 -2019 CDP
SHEET 1 OF 3
PLSA 3033 6/16/2020
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FOUL 3/4 "IP W /CAP i I ABBREVIATIONS
- �-- �-- �-- �-- �-- �-- �-- � - -� -- S89 °3427 "E 258. I1' � - -�- I I I I I 112�TP
/ \ -- --
v v I -r -� r - r - --f- - - - - --
\ AC ASPHALT CONCRETE AR 94SE
/ g10 QUAIL 6ARDEN5 LANE � o � o � � o � � I ALL DAMAGED PAVEMENT SHALL BE I I � APPROX APPROXIMATE
�°, R REPAIRED TO THE SATISFACTION OF THE CITY BCR BEGIN CURB RETURN
TG 0 ti ti I �O I BW @FG BOTTOM OF WALL AT FINISH GRADE
FS 307.' FS 3032 1 FS 299.3 FS 298.3 CL CENTER LINE
FS 310.0 - - -- -� - -- \ - IE .O TG 5
l DW DOMESTIC WATER
FS 7 PLANTER y \ ECR END CURB RETURN
ROAD EA T - �� - - / / I \
- - - - - EE EMBEDMENT ELEVATION
\ FS 3032 \ ° � �9�5 300.3:. °. � � ° � � � /��
z / ° FS 8077 I \ EL ELEVATION
FS 30 . ° Q TG 303.9 - _ \ ° \ o ` I EX \ EXISTING
303.5 \ I \ \ I
� -FS FINISH SURFACE
FS 308.6 IE 302.9
FINISH GROUND
307.6° FS 3d7. ° °: FS a306.� F 306:3 F� 4 �$. 3 .6 ° ° \.\ ° a \° FS 0 I 1 \ \ / �` I �YSB FOWLINERD SETBACK
A
FS 3 .6° I \
a ° ° II I I \ HP HIGH POINT
IE INVERT ELEVATION
LF LINEAR FEET
d
SIDEYA SETBACK 1 / \ I MAX MAXIMUM
a 5.5" PCC' OVER l `
n, a/ COMPACTED ITT (GRADE ° I a \\ ° a° ° 09 ° FS 30 .0 a ° P II \\ \\ y MIN MINIMUM
FS 309:4 ° ° °
I 1 ° a°
° ° I I° ° ° � a � ° ° a I 1\ PL PROPERTY LINE
FS 309.74 I ° 14SM.i4 ° a \ ° \ \ PROP PROPOSED
309 -_ MAIN SEPTIC IT \ I ( PUB PUBLIC
° ° ° o. FS 309.7 FS 309.3 FS 307.1 a FS 307.2 F '306.65 306.6 FS 305 \ 304.J $ �4,g ° \ I I° N \ PVT PRIVATE
FS 309.0 S�09 _ _ ° a.� a l FS �?03. ° I S 300.0 I \ Q I \ I \ ^ \ RIM RIM ELEVATION
FOUND 1/2" REBAR T 307.1 TO 307.1 a a NTH _ _ \ ° I ° I TW 3058 \ N II II \�� \ \ SO SB STORFIYDRAIN
SETBACK
❑- �� - - \ - ° 1 ° j ° i8W@FG 2 I 1 I \ I I\ \ SDRSD SAN DIEGO REGIONAL STANDARD DRAWING
W /CAP "LS *29" II - TG 03 7.1 FG 36725- - - \ I b ° I TG 302.9 I ; I SF SQUARE FEET
IE 305.5 IE 305.3 _ _ \ I TW@FG
IE 305.1 III I a FG 305.0. I a z \ L 'I 1 I I \ \ \ SS SANITARY'! SEWER
FG 30725 - -I - - I L ° I a IIE 301.9 { I I . a I I I I \
TGI 306.0 TG 304.9 \ SYSB SIDE YARD SETBACK
�' I SERVE SEPTIC \ TIC TOP OF CURB
308 - I I 304.9 IE 304.0 / I I PROPO 4 VER CAL I \ \
- -- 1 .25 I I I / ° 1� 4 I I° 3.8 1 I PIT S PTIC S STEM
PIT \ I TG TF TOP OF TOP OF GRATE FOOTING
/ II TG 307.1 // \ I I I / i �° I ® ° TW 1 ° I j . I \ L _. - - J \ 1 "TP I TW TOP OF WALL
° I IE $ I I -F2911, \ N� I TW @FG TOP OF WALL AT FINISH GRADE
PLANTER ° PLANTER I GARAGE / I a : ja / ; (. I ® I I \ \ \ Nn \ TYP TYPICAL
I \ FF 306.0 ° , ) I I �o ° l I
III 'g� ° I 1 TG 300.1 m I \
\ ` / - 307 I I I + m ° d ° / °. v a l I \ \ \
/ II I FS 307.4 I PAD 304.17- I 4 ° a II I IE 297.1 I \ \ \�N.
I FG 13 a P � 1' gaD
1 I I I 10 \ TG 307.1
4" PVC PIPE TG 307.1 / I I I IE 305.5
\\ I I \ I I \ I \ i V 304.6 TG 303
° E 803.8 IE 302. . a I I I y I
292 IE 305.5 5 I I
306 36 " TWW @FG304!0 \ \ \ \ 30 SF PIP RIP RAP ENERGY
) I L J I \ FG 30725 PLANTER I BW @FG 301:4 I \ \ DISSIPATOR
TG 307.1 FG 307.25 FS 307.9 - \ \ ° ° \ \ \ VEL \
FG .0725 \ ° ANTER TG 8 \
u IE 305.9 FG 307.25 � - - ° � \
J1 I I I / TGI 305. 1 FS 30555 303.Q
305 _ I I I I I \ L - I / l TO 307.1 \ I PLANTER IE $ \ ° \ I \ \ \ \ \ `'� \ \ IE 290.9
TG 307.1 \ IE 304.1
IE 306.0 FS 307.9 ° \ FS
S X07.75 \ C
309 FG 30725 a \ ° a I FG X7.25 \) \� / FG 305.1
u 1 307.9
/ a q
TG 7.1 a I ° a ° ° ° \ \ .a PLANTS/ TG( 305-1
/ I / IE 3061 I ° ° / a ° IE 304.0
/ \ X02 FG 307.25
\ I 1 1 I BLDG OVERHEAD
FS 307.9 a1 °: ° ai I
m FS 307.9
1
\ .P LIMIT OF ° ° a a / ° °a a I °
\\ °o PATIO / A b
I�Oa IFS 30717 °
FS 3071 ° ° a ° 1 ' ° a °
� MIN HOUSE / ° I a
307.1 I F 3013.0 a \ 4 a
° I'�D 307.1
919
PLANTER \
F� /l " /1P // // l/ 111 °� \\ Ia a
b a
X303.7
TG 306.9 FS_ J0.8 ° a FS 307.9 1 ° I a 7°
° /FS 307 ° I FS 305.6 3.5
v I 1 1/ l /ll /l A I / a�V
PVC PIPE
\ \ 295.9
TG \ I \
\ 11 \
\\ \ \\ \ IE 294.9 \ I, TW 2933 \ 11 \ \
\ \ \
\ \ \ \ \ 1' TW@FG .3 1. 11 TW 295.8
a \ \ BW@FS X93.3 \ TW @FG 294.8
\ \ \\ \\ \\ I L BW @FG 292.0
OVERFLOW INLET W/
\ 013 PATH TW 295.8 \
0.9" SUBRAIN ORIFICE
1 TG 295.6 IE 292.0
\ TW@FG 294.8 11 SEE DETAILS SHEET 3
\ TG 296.2 V BW @FS 293.3 1 EX 292.0
2952 \ \ FF 2q � I TW 295.8 295.8
TW @FG 294.8 * TW @FG 294.8
° I FS 305 55 \ \ BW @FS 293.3 * * * \ BW @FG 292.0
126TP
@FG 4.8 \
1 vv v v TW, GS.B B �gII6RE NTIUNI
DG PATH 9 + \>� 1 Ir � \ \
W@FS 3.3 \ FG- 2q4:�\
a v I \ 296.6
TW 295.8 CIE + + \
TW @FG 295.8
V A. BW@FS 295.8 \�
\ 9 X *' PVC \` PET WALL PER
TG 295.6 '� �" �� '� '� '� '� ` � - � SDRSD C -4
\ \ \ \ 6 IE 294.6 HEADWALL �� _ I
FS 365.5 \ 2g) \ 2g6 + 7r 7r
W 94 8 J 306. - - ER - FG 30725 FG 30725 - - - ° - - PCAIPf - \° 9 ° ` \ MAIN TIC PI a /
Fc13o725 = _ a \ 9 � � * 7r 7 7 7r 7r 7+
FG 307.25 TG 307.1 TG 307.1 FG 7 I I IE TG 306.0
303.5 ° \ \ ° ° \ _ RESERVE SEPTIC * * * * * * * \ \ \
\ / IE 306.1 I \ I °BLDG OVEREAD
PRO IN/ / t!IYDIa h / \ 1 a 1 / ° \ /
° FS :55 DG PATH � \ \ \
AID WATER / A NORTHWEST FS 307.79 PROPOSED VERTICAL * * \ \
a i T
CORNER] IZ/ LANE "\ \ I TG 306.9 \ I p ° ° ° r ° LL
* 12oTP \ \
9, ;rflU / / FL 306.7 �0� \ I ° ° \ a \ IT SEPTIC SYSTEM \ L \
I IE 305.8 \ I \ I i ° / I ° ° ° \ ° \ �'gg /
- TG 306.9 T D FS 307.79 I. _ Q PCC PATIO I \ ` I . Q a a ° \ Q \ \ - - L 7�
I I ° a ° / ° \ . 6 "Pvr, PIPE * \
B B 'TD TG 306.9 I 86TD TG ° a S 3 a \ PLANTER \ \
I IE 305.7 ) FS 388,79 1 TD, ° a F f \ \ FG 301.0 \ �/ L \
o FG 30725 FG 30725 ° I I FS 305.4
IE 31.7 I a o 1. \ PLANTER \ \ TD
CANTER TG° 304.9 \ I / / \
I I I FS I o
/ \ 2
E 3-33 f rG 305,0 305.4 FG 0 FL 306.4 _ - - - � - I 9 aFS Fo.-a n BTWW@@\ F F .8
2. FG 30725 FG 37 o
305.4 FS 354 TG 307. TG 306.9 i I . IE 35.8 IE 305 FG 305.0 TW 296.0
8 8
\ \\ \ \
1 /
/ FG 307.1 3052 ...........::
I � TW@FG
� � �- L - � - � �� ..... I ............... � G 306.4 � � v I �_:: _ FG 301.8 � � � � � � � BW @FG 296.0 \ �
6 TD \ �Oe TG 301. �4D 304.61 \ \ FG .0 I \ y \
FG 307.1 II IE 9 I IE 303.2 I FG 305`0 \- - - - - = TG 300.0 -
TG 306.9 ` I TO 304.9 _ _ TG 9 %336' -
_,
TG 307.1 / I FG 305.0 , ' - - IE 300:,9 IE\.p1.1 � i
IE 304.9 TG 3062 II FG 305.0 302.5 4" PVC PIPE 299 0 -'-'
FL `�Y TG 9 \ I I I FG 305.0 TG 304.9 TG 304.9 r - /�� _ \ _ - _x \ - -' \ \ \ 16 .,TP \ \
S' 305.0 FG 307.1 L 1 \ IE 302.9 IE 302.7 0
yf 304.9 ��� - - - - - -- 3�6-- - ® �f
\ -5100
A A
TG 307.1 \ IE 30J-. 1 .: = �= FG 305.0 _ '- \ \
\ v\ 6o" - - - - - -- 159.26
-024 �' N T A9
TD RF 322.19
\ PASCO LARET SUITER
GRAPHIC SCALE 1 " =10' \\ s� // \\
® qy ASSOCIATES
4 PVC PIPE
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
" \ /
0 10 20 30 \- i / 535 North Highway 101, Ste A, Solana ]Beach, CA 92075
RF 322.15 kph 858.259.8212 1 ffa 858.259.4812 1 )plaaengineesing.com
CHANGE NO.
FS \305.5 \
APPROVED
DATE
i
I
1
\ POOL \\
I
\ I
\ I
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
BA�1A
5PA
SHEL
PVC PIPE
\ \ 295.9
TG \ I \
\ 11 \
\\ \ \\ \ IE 294.9 \ I, TW 2933 \ 11 \ \
\ \ \
\ \ \ \ \ 1' TW@FG .3 1. 11 TW 295.8
a \ \ BW@FS X93.3 \ TW @FG 294.8
\ \ \\ \\ \\ I L BW @FG 292.0
OVERFLOW INLET W/
\ 013 PATH TW 295.8 \
0.9" SUBRAIN ORIFICE
1 TG 295.6 IE 292.0
\ TW@FG 294.8 11 SEE DETAILS SHEET 3
\ TG 296.2 V BW @FS 293.3 1 EX 292.0
2952 \ \ FF 2q � I TW 295.8 295.8
TW @FG 294.8 * TW @FG 294.8
° I FS 305 55 \ \ BW @FS 293.3 * * * \ BW @FG 292.0
126TP
@FG 4.8 \
1 vv v v TW, GS.B B �gII6RE NTIUNI
DG PATH 9 + \>� 1 Ir � \ \
W@FS 3.3 \ FG- 2q4:�\
a v I \ 296.6
TW 295.8 CIE + + \
TW @FG 295.8
V A. BW@FS 295.8 \�
\ 9 X *' PVC \` PET WALL PER
TG 295.6 '� �" �� '� '� '� '� ` � - � SDRSD C -4
\ \ \ \ 6 IE 294.6 HEADWALL �� _ I
FS 365.5 \ 2g) \ 2g6 + 7r 7r
W 94 8 J 306. - - ER - FG 30725 FG 30725 - - - ° - - PCAIPf - \° 9 ° ` \ MAIN TIC PI a /
Fc13o725 = _ a \ 9 � � * 7r 7 7 7r 7r 7+
FG 307.25 TG 307.1 TG 307.1 FG 7 I I IE TG 306.0
303.5 ° \ \ ° ° \ _ RESERVE SEPTIC * * * * * * * \ \ \
\ / IE 306.1 I \ I °BLDG OVEREAD
PRO IN/ / t!IYDIa h / \ 1 a 1 / ° \ /
° FS :55 DG PATH � \ \ \
AID WATER / A NORTHWEST FS 307.79 PROPOSED VERTICAL * * \ \
a i T
CORNER] IZ/ LANE "\ \ I TG 306.9 \ I p ° ° ° r ° LL
* 12oTP \ \
9, ;rflU / / FL 306.7 �0� \ I ° ° \ a \ IT SEPTIC SYSTEM \ L \
I IE 305.8 \ I \ I i ° / I ° ° ° \ ° \ �'gg /
- TG 306.9 T D FS 307.79 I. _ Q PCC PATIO I \ ` I . Q a a ° \ Q \ \ - - L 7�
I I ° a ° / ° \ . 6 "Pvr, PIPE * \
B B 'TD TG 306.9 I 86TD TG ° a S 3 a \ PLANTER \ \
I IE 305.7 ) FS 388,79 1 TD, ° a F f \ \ FG 301.0 \ �/ L \
o FG 30725 FG 30725 ° I I FS 305.4
IE 31.7 I a o 1. \ PLANTER \ \ TD
CANTER TG° 304.9 \ I / / \
I I I FS I o
/ \ 2
E 3-33 f rG 305,0 305.4 FG 0 FL 306.4 _ - - - � - I 9 aFS Fo.-a n BTWW@@\ F F .8
2. FG 30725 FG 37 o
305.4 FS 354 TG 307. TG 306.9 i I . IE 35.8 IE 305 FG 305.0 TW 296.0
8 8
\ \\ \ \
1 /
/ FG 307.1 3052 ...........::
I � TW@FG
� � �- L - � - � �� ..... I ............... � G 306.4 � � v I �_:: _ FG 301.8 � � � � � � � BW @FG 296.0 \ �
6 TD \ �Oe TG 301. �4D 304.61 \ \ FG .0 I \ y \
FG 307.1 II IE 9 I IE 303.2 I FG 305`0 \- - - - - = TG 300.0 -
TG 306.9 ` I TO 304.9 _ _ TG 9 %336' -
_,
TG 307.1 / I FG 305.0 , ' - - IE 300:,9 IE\.p1.1 � i
IE 304.9 TG 3062 II FG 305.0 302.5 4" PVC PIPE 299 0 -'-'
FL `�Y TG 9 \ I I I FG 305.0 TG 304.9 TG 304.9 r - /�� _ \ _ - _x \ - -' \ \ \ 16 .,TP \ \
S' 305.0 FG 307.1 L 1 \ IE 302.9 IE 302.7 0
yf 304.9 ��� - - - - - -- 3�6-- - ® �f
\ -5100
A A
TG 307.1 \ IE 30J-. 1 .: = �= FG 305.0 _ '- \ \
\ v\ 6o" - - - - - -- 159.26
-024 �' N T A9
TD RF 322.19
\ PASCO LARET SUITER
GRAPHIC SCALE 1 " =10' \\ s� // \\
® qy ASSOCIATES
4 PVC PIPE
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
" \ /
0 10 20 30 \- i / 535 North Highway 101, Ste A, Solana ]Beach, CA 92075
RF 322.15 kph 858.259.8212 1 ffa 858.259.4812 1 )plaaengineesing.com
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
UCJlUIVCU DT. Uf1HWIV dT. lflCl!MA dT.
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
DESCRIPTION: STATION 'ENC -30"
LOCATION: CENTER GDS, NORTH END OAK
CREST PARK DRIVE
RECORD FAO ROS 18416
ELEVATION: 388.48'
DATUM.' NAVD88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 0611612020
��{J� --- R.C.E. NO.: 71651
BAI N MICHAEL ARDOLINO 12 -31 -21
EXP.:
RECOMMENDED: APPROVED:
Ste�velNoyak� 4"I �°
,u
STEVEN NOWAK EDWARD J. IMMER
DATE T�O9120 DATE �09�20
GRADING PLAN FOR:
639 QUAIL GARDENS LN
JIM LARSEN
APN: 257 - 011 -27
PLANNING CASE NO: 3181 -2019 CDP
14529 -G
PUBLIC WORKS
BRIAN M. ARDOLINO DATE
PLANNING
REVIEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 2 OF 3
PLSA 2942 6/16/2020
h2�it•*i
1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE RESPONSIBILITY OF
THE OWNERS. THIS WILL INCLUDE ANY POST- CONSTRUCTION BMP AS WELL AS ANY
CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION
OPERATIONS.
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL
MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS, DIRECTING
WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR
STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS
WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER,
AND SPILL CLEAN UP TECHNIQUES.
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK-
PILED THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN
ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH
AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION
OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE
COURSE OF MORE THAN 1 DAY THEN THE STOCKPILE WILL BE ADEQUATELY COVERED
SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH
THE STOCKPILED MATERIAL.
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF
DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF
THE SOIL IS SUFFICIENTLY SATURATED.
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND
MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR
MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN THE
EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS
REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE
SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN
OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED.
6. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF
WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW
WHERE THE LOCATION OF THE PROPERTY LINE IS.
B. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET
AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
10. EROSION CONTOL MEASURES E.G. BONDED FIBER MATRIX VEGETATIVE COVER
JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL
EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM
LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE
NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER
QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS,
COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE
TOILETS OVER A PERVIOUS SURFACE.)
11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED.
DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS
AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES
SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE
DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM
IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR
BMP'S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS
PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS
WITHOUT A CITY PERMIT.
ROOF DRAIN NOTE FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF
FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO
COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
GRADING NOTE: ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS
ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF
LEGEND
SUBDIVISION BOUNDARY
ADJACENT PROPERTY LINE
PROPOSED SETBACKS
CENTERLINE OF RIGHT -OF -WAY
EXISTING EASEMENT
EXISTING SPOT ELEVATION
EXISTING CONTOUR
EXISTING WATER MAIN
EXISTING SEWER MAIN
PROPOSED TOP AND BOTTOM
OF RETAINING WALL ONLY
PROPOSED SPOT ELEVATION
PROPOSED CONTOUR
PROPOSED BUILDING FOOTPRINT
PROPOSED PVC DRAINAGE PIPE
PROPOSED DRAINAGE DIRECTION
PROPOSED DRAINAGE SWALE (1% MIN)
PROPOSED SDRSD RETAINING WALL
PROPOSED STRUCTURAL RETAINING WALL
PROPOSED PCC PAVING
PROPOSED PERVIOUS PAVER
PROPOSED BIORETENTION BASIN
PROPOSED ASPHALT PAVING
PROPOSED WOOD DECK
PROPOSED TRENCH RESURFACING
PER CITY OF ENCINITAS STANDARD
THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSSION FROM THE
30" CAST IN
ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR PLACE BOX INLET
TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE
2" HARDWOOD MULCH/ -
PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND
GRASS COVER OR CITY
SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE
APPROVED EQUIVALENT
PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
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EXISTING EASEMENTS
CONSTRUCT C -4 MASONRY
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EASEMENTS PER TITLE REPORT DATED 219118 BY LAWYERS TITLE COMPANY:
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TW @FG 294.8
PLANNING
INGRESS & EGRESS, PIPELINES, DRAINAGE AND /OR PUBLIC UTILITIES
A
19' RADIUS
AFFECTS PARCEL B
MIN. 50' MIN
=III
SDG &E EASEMENT OF PUBLIC UTILITIES, INGRESS & EGRESS RECORDED
FIL TER
FABRIC
III
4119156 IN BOOK 6066 PAGE 322 OF O.R.
ORIFICE PLATE
ROAD & UTILITY EASEMENT TO CP VON HERZEN RECORDED 5114156
INSTALL 8" PVC PIPE
IN BOOK 6099 PAGE 9 OF O.R. VACATED PER DOC 2018- 0460947
BW @FG 292.0
ROAD & UTILITY EASEMENT RECORDED 6113156 IN BOOK 6138 PAGE 339
IE OUT 292.0
OF O.R. VACATED PER DOC 2018 - 0460947
INSTALL DECORATIVE
COBBLE RIP RAP
CITY OF ENCINITAS PUBLIC HIGHWAY EASEMENT PER DOC. 96- 0593433
-II
10 RECORDED 11122196 OF O.R.
III=
12 CITY OF ENCINITAS PUBLIC STREET EASEMENT PER DOC. 2014- 0216211
RECORDED 5/27/14 OF O.R. II e
MONUMENT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION.
SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE
MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL
ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD
OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE
LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS
REQUIRED BY THE LAND SURVEYOR'S ACT
10"
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ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1. EROSION CONTOL MEASURES E.G. BONDED FIBER MATRIX VEGETATIVE COVER JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT
1- AY CD1v 1 n16u 1 t I D WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS DCIA SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF
ROOF DRAIN, DRIVEWAY, AND STREET.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL 505 S. VULCAN AVE ENCINITAS CA 92024 AND ARE APPROVED AS PER PC RES.
2006 -27.
DESILTING NOTE:
THE PROPOSED AREAS DEDICATED FOR BIORETENTION BASINS SHALL BE USED AS
DESILTING BASINS DURING CONSTRUCTION.
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- DROUGHT TOLERANT
PLANTS (TYP.)
HATCHED AREA REPRESENTS
CONSTRUCTION ENTRANCE
PER DETAIL A
GRAVEL BAGS PER DETAIL B
SILT FENCE PER DETAIL C
NOTES:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY.
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
3
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INSTALL DECORATIVE
COBBLE RIP RAP
°:III
Ill E ca 6" PVC PIPE
ill
8" WIDE 12" HT PCC
II
Fa I -11111 CURB HEADWALL
I = LL
L=__ I I I- 18 ENGINEERED SOIL
I I -1 I L=1 I- * E NOTE BELOW
- I III = 111_111
III III - III -''
1 =111 =1 _ =_t2 ° OF 3/8" GRAVEL ATTACH TO INSIDE OF
III- III= III =III- STORM DRAIN STRUCTURE
12" OF 314" GRAVEL IN FRONT OF OUTLET PIPE
** SEE NOTE BELOW WITH TAMPER PROOF
4" PVC PERF. SUBDRAIN BOLTS AT EAACH CORNER
mommi 4„ PVC PERF.
SUBDRAIN PIPE i
* BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 65% SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND
20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS,
AND ALSO FREE OF NOXIOUS WEEDS.
** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE
BIORETENTION BASIN IS 6.5% OF THE IMPERVIOUS AREA DRAINING TO IT.
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 10" BELOW
ADJACENT FINISHED SURFACE
BIORETENTION AREA DETAIL
SCALE: 1" = 2'
718" DIA. ORIFICE
IE 292.1
114 INCH THICK STEEL PLATE,
MIN. SQUARE DIMENTIONS
1.0 FT GREATER THAN PIPE DIA.
HOT DIP GALVANIZED AFTER
FABRICATION AND DRILLING.
PLACE NEOPRENE RING BETWEEN
THE PLATE AND STRUCTURE WALL
PRIOR TO ATTACHMENT FOR A
WATER TIGHT CONNECTION
ORIFICE PLATE DETAIL
411 -024 TO
EROSION CONTROL PLAN
SCALE: I" = 20'
NOT TO SCALE 1.1' MIN., UNLESS OTHERWISE
LSPECIFIED BY A SOILS ENGINEER
SECTION A -A
DETAIL A: CONSTRUCTION ENTRANCE
NOT TO SCALE
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
I. SET POSTS AND EXCAVATE A 4 BY 4
IN (10 BY 10 CM) TRENCH UPSLOPE
FROM AND ALONG THE LINE OF POSTS
2. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
ORIGINAL INTO THE TRENCH.
GRADE UK
III
RP 322.15
4 IN (10 CM)
3. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC v�l
WIRE -
DETAIL C: SILT FENCE
NOT TO SCALE
GRAPHIC SCALE 1 " =20'
0 20 40 60
TWO LAYERS OF GRAVEL
BAGS WITH ENDS
OVERLAPPED
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
DETAIL B: GRAVEL BAGS
NOT TO SCALE
Q p FESSIp\
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w � No. 71651
cr-1 Exp. 12/31/19
l CIVIC
SgTF OF CA
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 555.259.5212 1 fa 555.259.4812 1 pisaengineering.com
CHANGE NO.
DESCRIPTION
A
DATE
BENCHMARK
AS -BUILT APPROVALS
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14529 -G
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BRIAN M. ARDOLINO DATE
PLANNING
A
19' RADIUS
MIN. 50' MIN
314" MIN COARSE
AGGREGATE
FIL TER
FABRIC
NOT TO SCALE 1.1' MIN., UNLESS OTHERWISE
LSPECIFIED BY A SOILS ENGINEER
SECTION A -A
DETAIL A: CONSTRUCTION ENTRANCE
NOT TO SCALE
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
I. SET POSTS AND EXCAVATE A 4 BY 4
IN (10 BY 10 CM) TRENCH UPSLOPE
FROM AND ALONG THE LINE OF POSTS
2. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
ORIGINAL INTO THE TRENCH.
GRADE UK
III
RP 322.15
4 IN (10 CM)
3. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC v�l
WIRE -
DETAIL C: SILT FENCE
NOT TO SCALE
GRAPHIC SCALE 1 " =20'
0 20 40 60
TWO LAYERS OF GRAVEL
BAGS WITH ENDS
OVERLAPPED
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
DETAIL B: GRAVEL BAGS
NOT TO SCALE
Q p FESSIp\
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w � No. 71651
cr-1 Exp. 12/31/19
l CIVIC
SgTF OF CA
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 555.259.5212 1 fa 555.259.4812 1 pisaengineering.com
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
UCZ) -I _U CST: UHAWIV CST: �rlr-BM U CST:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
H HG
DESCRIPTION: STATION 'ENC -30"
LOCH TION: CENTER GDS, NORTH END OAK
CREST PARK DRIVE
RECORD FROM.' ROS 18416
ELEVATION: 388.48'
DATUM: NAVD88
TNT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 0611612020
.
i\, R.C.E. NO.: 71651
BRIAN MICHAEL ARDOLINO 12 -31 -21
EXP.:
RECOMMENDED: APPROVED:
Ste�vei Novak ��� �(%�
STEVEN NOWAK EDWARD J. WIMMER
DATE T�O9�20 DATE Q9 2Q
GRADING PLAN FOR:
639 QUAIL GARDENS LN
JIM LARSEN
APN:257- 011 -27
PLANNING CASE N0: 3181 -2019 CDP
14529 -G
PUBLIC WORKS
BRIAN M. ARDOLINO DATE
PLANNING
REVIEWER
INSPECTOR
-
SENIOR ENGINEER DATE
SHEET 3 OF 3
PLSA 2942 7/9/2020