2022-19694 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 DO SO WILL RESULT IN 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
FORA MINIMUM OF 5 FEET A T 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 RESIDENTIAL PROJECT, 1356 CREST DRIVE, "AND "UPDATED
SEISMIC DESIGN VALUES AND REVIEW OF GRADING PLANS FOR PROPOSED SINGLE-FAMIL Y RESIDENCE AND ADU" PREPARED BY EAST
COUNTY SOIL CONSUL TATION AND ENGINEERING. INC., SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
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EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROB DODDS AT 858-245-5623, 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADEA VAILABLEA TALL 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 EROSION 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 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 MAYARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS
THA TARE UNSAFE OR ARE POTENTIALL Y 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.
10. SHOULD GERMINATION OF HYDRO -SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC
CONJUNCTN WITH IMPROVEMENT PLANS.P
RIGHT-OF-WAY OR EASEMENTS SHALL F THIS PLAN DOES NOT
REQUIR
STREET
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES
TYPE OFDRAINAGEFACILITI S NOR OFIMPROVEMENTSIN
CONSTITUTEAPPRO AL OF SIZES, LOCAT ION, ANDE WITHIN RIGHT-OFWAYS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
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
5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING
STORM DRAIN SYSTEM.
OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE
THE CITY.
RE-ESTABLISHED AND REPLACED BYA REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR.
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 BMP/IMP
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE
FACILITYAND/OR THE TURF/LANDSCAPED AREAS.
FOR CONFORMING TO ALL LOCAL, STATEANO FEDERAL SAFETYAND HEALTH STANDARDS, LAWS AND REGULATIONS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OFA STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED
DISCHARGES TO AN ADEQUATE IMP/BMP.
BETWEEN THE HOURS OF 5:30 P. M. AND 7.-30 A. M. NOR ON SA TURDA YS, SUNDA YS AND Cl TY RECOGNIZED HOLIDA YS.
5 DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING
THAT IS DESIGNED TO COLLECT RUNOFFAND DISCHARGE IT TOANADEQUATE IMP/BMP.
PEOPLE PRESENT.' CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION
MEETING SHALL BE SCHEDULED WITH THE CITYA TLEAST48 HOURS INADVANCE BY CALLING (760) 633-2770.
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR AL TERED WITHOUT A PERMIT FROM THE CITY.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER
7. THE INSTALLATION OFADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAYREQUIRE THAT THIS PLAN BE REVISED OR THAT
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPL Y
A SEPARATE ENGINEERING PERMIT BE OBTAINED.
WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE
REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO
OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0, L DE V- 0 19694-2022 HAS BEEN
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN"
OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
THIS STATEMENT SHALL BE FOLLOWED BY THE DATEAND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
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 0/L/ GREASE
12, ALL GRADING SHALL BE INSPECTED AND TESTED BYA QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECTAND TEST
SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY
THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS
SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
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 BYHIM OR UNDER HIS SUPERVISIONAND THAT IN HIS OPINION, ALL
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
NOTIFICATIONS
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITEAND SHALL
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHL Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION
PLANS HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR
CONTROL MEASURES HAVE BEEN INSTALLED.
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
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED /N ACCORDANCE WITH STANDARD
COMMENCEMENT OF WORK. -
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
A. SEWER - CARDIFF SANITARYDIVISION - 760-753-5018
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT IT SHALL BE THE
B. GAS & ELECTRIC - SDGE - (760)-438-6200
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
C. WATER - SAN DIEGUITO WATER DISTRICT- 760-633-2650
D. TELEPHONE - SBC BELL - (760)-489-3411
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION.
E. CABLE TV- COX COMMUNICATIONS - (760)806-9809 X-2233
THE SLOPES OR EXCA VA TION A NO EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND
LEFT INA NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT
2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE:
SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE
(760)-633-2770.
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION PHONE: (760)633-2770. ALL WORK PERFORMED WITHOUT
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTIONAND REMOVAL.
SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT 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 OF ANY SUCH MATERIAL.
SAN DIEGUITO WATER NOTES
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE
LOCATED WITHIN CITY STREET RIGHT -OF -WA Y, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND
CURRENT WA TER AGENCIES STANDARDS COMMITTEE WASC .
( I
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALL Y APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR
DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF TREE
2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE
TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IFA CITY TREE IS NOT CLEARL Y LABELED TO BE REMOVED,
LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS
IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED
PROJECT.
UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
3. ALL EXISTING FACILITIES, WHICH MAYAFFECT FINAL DESIGN, LE, LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL
18, IFANYARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE
BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO
ALLOW EVALUA T/ON OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL /MMED/A TEL Y NOTIFY DEVELOPMENT
WA TER D/STR/CT.
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
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATEAND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT,
DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST
METERS, VALVES, VALVE BOXES, ET.) WHICH IS AFFECED BY THEIR PROJECT. ALL AFFECTED WATER FACILHTES MUST MEET CURRENT
CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DA TA RECOVERY SERVICES BEFORE GRADING A C TIVITIES ARE ALLOWED
WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IFFACILITIES DO NOT MEET STANDARDS, THEN THEYSHALL BE UPGRADED
TO RESUME.
TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
19. AS SPECIFIED BY CALIFORNIA HEAL TH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE
5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHOR/ZED REPRESENTATIVE, SHALL
IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONERS OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE
6 MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED
ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE
7 ALL WATER SERVICES TO BE CONSTUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS.
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
8 CALIFORNA STATE LAW ASSEMBL Y BILL AB-1953 /S REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL
SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN
POTABLE WATER SYSTEM EFFECTIVE JANUARV 1, 2010, IN COMPLIANCE WITH THIS LAW, THE DRISTRICT SHALL REQUIRE ALL MATERIALS TO
MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE
BE NO -LEAD BRASS PARTS.
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 AMER/CAN, HE OR SHE SHALL CONTACT THE NATIVE AMER/CAN HER/TAGS
9 ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN
COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE
ACCORDANCE WITH WC- 17OR WC 18.
AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT /N S/TU (IN PLACE'), OR INA 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 TCA NATIVE
AMERICAN MONITOR.
DEPT. ENVIRONMENTAL HEALTH
RECORD ID: DEH2O22-LSTP-007047
SEE DEH APPROVAL DATED 12/01/22
SIGN
DATE S
STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTR UCTION ACTI VI TI ES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISHAND USEANADEQUATELYSIZED 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 POSTA SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITEACCESS
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 ROCKAND/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 EXCAVATIONAND GRADINGACTIVITIESAREALLOWED 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 WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY,- THEYHELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED
FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND
PERENNIAL GRASSES TO SHIELDAND 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 INA 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 STORM DRAIN 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 REQUIREMENTSAND 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 STRICTLYPROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED
AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED
WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT
WITHANY 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 LANDFILLSAND TO ORDER DUMPSTERS CALL EDCOAT (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 STORMDRAIN. CONTRACTOR
MUST ROUTINELY CHECKAND CLEAN UP MATERIAL THAT MAYHAVE TRA VELEDA WAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE
CONTACT THE ENGINEERING DEPARTMENT, CITYOF ENCINITASAT (760) 633-2770.
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H : 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 2.8 FT
MAXIMUM VERTICAL DEPTH OF FILL = 3.7 FT
CUT = 590 C. Y. FILL = 1, 050 C. Y.
IMPORT = 460 C. Y.
REMEDIAL = 1,850 C. Y.
ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY
0 VEREXCA VA TION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT
ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES
ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS.
ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL
GRADING QUANTITIES ARE NOTABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR
REMOVAL AND RECOMPACTION DEPTHS.
SHEET INDEX
1 TITLE SHEET
2 GRADING SHEET
3 EROSION CONTROL
1:2 114 4 my'VE01_:1_2&1
2/15/2023
DATE SIGN
011911IRROPL
2/15/2023
DATE
OWNER/PERMI TTEE
ROBERT & LAURA KIMBALL
1356 CREST DRIVE
ENCINITAS, CA 92024
SITE ADDRESS A. P. N. :
1356 CREST DRI VE 262-011-10
ENCINITAS, CA
LEGAL DESCRIPTION
LOTS 7 AND 8 IN BLOCK "A" OF PALOMARES HEIGHTS, IN
THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2114,
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID
SAN DIEGO COUNTY, JUNE 19, 1928
ZONING REQUIREMENTS
RR-1
TOPOGRAPHY
TORGERSEN SURVEYING, INC. ON JUL Y 11, 2019.
VICINITY MAP
NOT TO SCALE
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 ACCIVITYAND ADVISE ON THE COMPACTION STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITYAND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM,
AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF
DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER
OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL
WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN
THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE: DATE: 1/20/23
ROBERT KIMBALL
DATE: 1 /20/23
LAURA KIMBALL
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPL Y WITH THE GENERA LL YACCEPTED
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 CAPACITYAS 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 BODIL Y INJURY
ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCYAND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE. DATE.'
BRIAN M. ARDOLINO RCE No. 71651
PASCO LARET SUI TER & ASSOCIATES
119 ABERDEEN DRIVE
CARDIFF, CA 92007
RCE EXPIRES 12-31-23
SOILS ENGINEER'S CERTIFICATE
1 /20/23
Q?'OFESS/O*
r z z
m No. 71651 0
'�' EXP. 12/31/2 3 3
`fl CIV1�-
qjF OF C
I, MAMADou S. DiA«o A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OFAPPLIED SOIL MECHANICS,
HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON
SEPTEMBER 29, 2021 . 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,/ HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN
THE SOILS REPORT FOR THIS PROJECT HAVE BE INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED: 1 -"1 N.J a``u �'
MAMADOU S. DIALLO QRO F E S S/o
RCE NO.: 54071 �11�4 v S .
GE NO.: 002704 �� )0
EXP. DATE: 12-31-2023 y
PROJECT #: 19-1167F2 Q GE 2704 r
EXP. 12/31/23 0
GEOTECHNICAL
qrF OF C A\'\E
IMPERVIOUS AREAS
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5625 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 8035 SQFT
INCREASE IN IMPERVIOUS AREA: 2,410 SQFT
IMPERVIOUSAREA REPLACED: 0 SQFT
TOTAL AREA OF LAND DISTURBANCE= 41,341 SQFT
PARKS AND RECREATION
Bob Keeley
SIGN
PASCO LARET SUITER
o QS1S0Ch%TES
San Diego I Encinitas I Orange County
Phone 858.259.82121 www.pisaengineering.com
BMP PROJECT STATUS
STANDARD - BIOFILTRATION BASIN LOCATED IN REAR YARD
SAN DIEGUITO WATER DISTRICTI ENCINITAS FIRE DEPARTMENT
DATE I SIGN
�O212112023
DATE
J. Villagomez
SIG1V,......
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED
BY
DRAWN BY:
I CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
JQO
JQO
BMA
DESCRIPTION: ENCINITAS CONTROL STATION ENC-35
LOCATION: WELL MONUMENTAT CENTER OF CUL DE
SAC, EAST END OF ORANGE VIEW DRIVE
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 1/20/23
� R.C.E. NO.: 71651
BRIAN ARDOLINO EXP.: 12/31/23
RECO NDED: APPROVED:
�I' ���
ICHAEL RIZIC LL T. BANKSTON
PRINCIPAL 0TY ENGINEER
PRINCIPAL ENGINEER CITY ENGINEER
DATE DATE
GRADING PLAN FOR:
KIMBALL RESIDENCE
1356 CREST DRIVE
APN: 262-011-10
CDP-003598-2020/MULTI-005186-2022
LDEV-019694-2022
PUBLIC WORKS
BRIAN ARDOLINO DATE
PLANNING
PRINCIPAL ENGINEER DATE
REVIEWER
ELEVATION:243.238' DATUM: NAVD88
INSPE2/24/2023
CTOR
SHT 1 OF 3
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PLSA 3171
RF=388.7
1 LIMITS I
SDRSD C-4 I TW 389.0 �r 389.0 1 GRADING (TYP) APN: 26 - -
D� TW 388.5 DROUGHT TOLERANT TW 389.0 BW (386�0 3BW 8�00)
Z - - _ N 88 5855"W 242.74'
N I 18"X18" PCC PLANTS (TYP) r BIN (385.5) - -
01 CATCH BASIN TF 384.0 I TG 394.0
O TG 3 8.0 3" NON -FLOATING PROPOSED cv 5\WALL IE 392.0 IE 392.6
1 I MULCH VARIES GRADE I II I TG 389.5 ((MMAX) FS 39,
IE 388.4/�
jJ 12 MIN II N II
6 MIN FG 387.5 I =III :F=388.5 II N TPTIC
ANK
3:1 SLOPE (MAX) Z G 394.3
II
II =11111 I =11111 II EXISTING Q J M
CONNECT TO I III - - I I -IIII - GRADE ) �I) / 6q M VERTICAL
TG 394.1 PROPOSED
EXISTING 10" I I M 9 q4 9 393.1 SEEPAGE PITl;
PVC STORM
DRAIN � 18" LAYER ENGINEERED / I �� /y, N ❑
i G I I I 3" LAYER OFSOIL *SEE NOTE BELOW 1 rn ( ri DS
PROTECT EXISTING 00
3/8" GRAVEL I - �� M ILDING
-rn _ " rn FG 394.3 FS u
SURVEY MONUMENT ��
8 PVC M OTPRINT
I_ I 4 PERF - - IN -PLACE "��� r` l STORM BW 391.0 �a
• 12 LAYER OF 3/4 GRAVEL �a o FS 394.9
° SUBDRAIN \ DRAIN FG 394.3
PIPE **SEE NOTE BELOW I `v ,'gam I I ?• 'r PRD
IE 385.2 RETAININ
III � FG� r s- ' s ' a BUILDING
BIORETENTION DETAIL I I // TG 390.5 391.0 .3's a FooTR11W
NOT TO SCALE I I I i IE 388.0 �',•L L "b, FG 35
_ S 394.9
24" WIDE BY I s." ,., ,
* BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% 6" THICK PC I I IE387.5 �S PVC ', r FS 39
HEADWALL STORM
CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND, 15% COMPOST OR HARDWOORD MULCH, AND 20% TOPSOIL, FREE OF 18X18" DRAIN s.°
STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. PCC BOX EXIST .
TW 388.5 I I TG 388.0 TW 394.0 Fes. s. { k.° 2 STOF
** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND BWIF 3830� I I IE 385.2 BIN 389.0 ' FG 393.5 BUILDIf
STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON III 1F 388.0 -
I RETAINING WALL �s�� ; '
CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO II I .IIW � `e'. '19" I
IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE RF=3 / I I I PER SDRSD C-5 1 To
6"X 16" PCC FLUSH CURB
OR DEEPENED G-1 CURB
VOID FILLER-8 " TO s "(N0.8) APPROVED PERVIOUS
AGGREGATE IN VOIDS PAVERS W/ MIN. a " VOID
BEDDING COURSE 2" THICK OF s " °�T ,
TO"' " (N0.8) AGGREGATE a as a 4, Ga
CHOKER COURSE-4" THICK OF! " - 4,, a
TO 2 " (NO, 57) CRUSHED ROCK PC pvcpvcC _
MIN. 6" THICK OF!"
CRUSHED ROCK i (
SOIL SUBGRADE
NOTE:
-ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEENADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
-SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL-SUBDRAIN MAYBE REQUIRED
-r%1r)l/� A 1 Mr rA ll r)r-MI P/-AI In r)A1 /rnc+
NOT TO SCALE
EXISTING
1 STORY
BUILDING
SDRSD C-4
RET. WALL
MAX. HT 4.5'
18"X18"
PCC BOX
\RF=391.2 TG 388.0
IE 384.5
CONNECT TO -
EXISTING 10" PVC
STORM DRAIN
m EXISTING PRIVATE
DRAINAGE EASEMENT
RECORDED MAY 25, -
2021 AS DOC. NO.
2021-0392683 OF 0. R.
II ��
I EX. OVERHEAD
POWER POLE,
w0 wl PROTECT IN PLACE
w
I 0
I '
FS 394.1 O MATCH EX 41t X 194.19
(393.8) w
O
f N EX. 12" A
z WATER Mh
I PER WO-i
MATCH EX
(394.2) .17 v394.6-1
w
o n 25' I
PL TO CL
50' SOW
APPROX. WATER
LATERAL LOCATION
EX. 1.5" WATER
METER TO REM IN
PROPOSED ISLAND OAK CITY
I �y L STREET TREE (15 GAL MIN.)
- SAWCUT AND REMOVE
ASPHALT DRWY APPROACH
MATCH EX. ILL,
394.95 to
i
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w
>
MATCH EX.
~
(395.2)
w
U
395.4) I
j
PROPOSED ISLAND OAK CITY
x
STREET TREE (15 GAL MIN.)
%ly
" ^
/OI
�v
PROTECT E ISliNG
MONUMENT IN -PLACE
�) POWER POLD E
PROTECT IN PLACE
I \ �
PL NOTE: WEST SIDE OF
LEGEND
- -
PROPERTYLINE
RIGHT-OF-WAY LINE
- 388 -
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
- - - -
PROPOSED GRADE BREAK LINE
OE
EXISTING OVERHEAD ELECTRIC
W
EXISTING WATER UTILITY
PROPOSED SETBACKS
PROPOSED BUILDING FOOTPRINT
BUILDING OVERHANG
PROPOSED PERMANENT BMP AREA, SEE DETEAIL THIS SHEET
-
CENTERLINE OF ROAD
PROPOSED RETAINING WALL PER SDRSD C-5
EXISTING RETAINING WALL
_
4"PVC STORM DRAIN @ 1 % MIN, UNLESS OTHERWISE SPECIFIED
_ ° =
4"HDPEATRIUM GRATE, UNLESS OTHERWISE SPECIFIED
FREE STANDING SITE WALL, PER OTHERS (5' HIGH MAX)
PERVIOUS PAVERS. SEE DETAIL.
PERVIOUS SURFACE (D.G.)
CONCRETE
DS
ROOF DOWNSPOUT
HOLD HARMLESS FOR DRAINAGE AGREEMENT
RECORDED FEBRUARY 22 , 2023 AS DOCUMENT
NO. 2023- 0044598 OF OR.
ENCROACHMENT MAINTENANCE AND REMOVAL
AGREEMENT RECORDED FEBRUARY 22 ; 2023 AS
DOCUMENT NO. 2023- 0044597 OF OR.
EASEMENTS OF RECORD
OSAN DIEGUITO IRRIGATION DISTRICT HOLDER OF A
UTILITY EASEMENT RECORDED ON OCTOBER 18,
1928 AS B/P 1521-254 OF DEEDS.
QUITCLAIMED MAY 14, 2021 AS DOC. NO.
2021-0371654
OSAN DIEGUITO IRRIGATION DISTRICT HOLDER OF A
UTILITY EASEMENT RECORDED ON OCTOBER 18,
1928 AS B/P 1521-256 OF DEEDS.
QUITCLAIMED MAY 14, 2021 AS DOC. NO.
2021-0371654
WM. G. KERKCKHOFF COMPANY HOLDER OF
3 RIGHTS OF WAY FOR TELEPHONE AND/OR
ELECTRIC POLES AND LINES, AND FOR SEWER,
CL WATER AND/OR GAS MAINS AND PIPELINES AND
THER PURPOSES RECORDED ON AUGUST 23,
> B/P 1526-335 OF OFFICIAL RECORDER.
:ET IN NATURE, NOT PLOTTABLE]
5' HIGH MAX
N
W E N
PROPOSED
- a POOL EQUIP. STORM DRAIN
Q
IIII-i Jp�
S �-
CO GRAPHIC SCALE: 1" = 20' SECTION C-C
o
SCALE: 1 "=10'
PL PL 20 10 0 20 40 60
STAIRS
1 I LINE
OF COf 15. 0' SYSB LINE OF .`NN EXISIING GRADE PROPOSED RESIDENCE FF 3950r Q
TOP OF WALL (T W)TOP OF WALL AT
- - - - - - - - -i I--1 I I-�lI1-��Uf=4 -I=- - - - - CONSTRUCTION NOTES: FINISHED GRADE
(TW@FG)I -I -(III =(-III-(III-JJJ-11111 1=I-(II I -
- III-IIII-I 1. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED
UNDERGROUND. III -III=
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR i
I� III -I- BOTTOM OF WALL AT
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION.=� I -
SECTION 8-B SUCH POINT SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE -III- FINISHED GRADE
OFESS/0 MONUMENTATION BY LICENSED LAND SURVEYOR ORA REGISTERED CIVIL-� (BW@FG)
SCALE: 1"=10' �O eR q Nqe ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD=IIIIIIIi.11l
R�0 OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED -I I I-
Q < y LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE =III-
�' LAND SURVEYOR'S ACT.
CD No. 71651 3. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE
E 12/31/ 1 PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OF FOOTING (TF)
OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
up�q�F C IV 1\- \Eo���Q 4. ALL DEMOLISH AL
L EXISTING OE ONSITE
TREES
STRUCTURES BEREMOVED
EMOVEUNLESNOTED OTHERWISE.
OTHERWISE
E SPECIFIED TYPICAL WALL ELEVATION
OF C A� 5.
NOT TO SCALE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
JQO JQO BMA
DESCRIPTION: ENCINITAS CONTROL STATION ENC-35 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO LADED: APPROVED: GRADING PLAN FOR:
LOCATION: WELL MONUMENTAT CENTER OF CUL DE PUBLIC WORKS DATE: 1/20/23 KIMBALL RESIDENCE
SAC, EAST END OF ORANGE VIEW DRIVE BRIAN ARDOLINO DATEtl��ln,�o� 1356 CREST DRIVE LDEV-019694-2022
PLANNING ICHAEL RIZIC J LL T. BANKSTON
R.C.E. NO.: 71651 PRINCIPAL ENGINEER CITY ENGINEER
APN: 262-011-10
PRINCIPAL ENGINEER DATE REVIEWER 02/22/2023 02/24/2023
ELEVATION:243.238' DATUM: NAVD88 INSPECTOR BRIANARDOLINO EXP.: 12/31/23 DATE DATE CDP-003598-2020/MULTI-005186-2022 rSHT 2 OF 3
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PLSA 3171
LANDSCAPE EFFICIENCY BMP NOTES
LEGEND
1.
ROUTINE INSPECTION TO GUARD AGAINST RUNOFFAND EROSION AND TO DETECT PLANT
OR IRRIGATION SYSTEM FAILURE
2.
REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
II
3.
ERADICATION OF INVASIVE SPECIES
II
I
4.
REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
RF=388.7 II
5.
REPLENISHING MULCH AS NEEDED
6.
SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY PLANT
II
/
GROWTH
I)
I
7.
FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
II
I
8.
MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
II
I
9.
OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
1
10,
USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W/BATTERY BACKUP)
II
11.
MAINTAIN THE SYSTEM CONSISTENT WITH MAW4 (MAX APPLIED WATER ALLOWANCE)
II
j
12,
REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE"
II
13.
MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAXAPPLIED WATER
ALLOWANCE)
RF=388.5
II
I)
)
ADDITIONAL NOTES
1. EROSION CONTROL 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.
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.
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1(HORIZONTAL TO
VERTICAL) OR STEEPER WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION
DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY
ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE
GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OFALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6.112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE
AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR
RESIDENTIAL STRUCTURES.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA
AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS
WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG
ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE
DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2, 000 LBS PER ACRE. TYPE 6 MULCH
(STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL.
WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING
NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-Q WHITH 15% SULFUR
APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY. -
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
1. TRACK WALKING SLOPES STEEPER THAN 6: 1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.-
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED
SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
GRAVEL BAGS OVERLAP
�klT� �l inn
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
T
3. ATTACH THE FILTER FABRIC TO
THE POSTS AND EXTEND IT
INTO THE TRENCH.
DESIL TING BASIN NOTE
BIORETENTION BASIN SHALL BE EXCAVATED AND USED FOR DESIL TING BASIN DURING
CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION
BASIN COMPLETE ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO
OCCUPANCY AND / OR FINAL.
2. STAPLE EXTRA STRENGTH SILT FENCE OR
WIRE FENCING TO THE POSTS. IF USING
EXTRA STRENGTH SILT FENCE, POSTS ARE
TO BE SPACED CLOSER THAN STANDARD
PRE -MANUFACTURED SILT FENCE
PRODUCTS.
6 IN (15 CM)
4. BACKFILLAND COMPACT THE
EXCAVATED SOIL.
III I I I I FILTER FABRIC
III � C
( I III I WIRE (IF INSTALLED)
TWO LAYERS OF GRAVEL BAGS
RUNOFF WITH ENDS OVERLAPPED
INLET PROTECTION
SILT FENCE DETAIL
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
1 STORY
GRADED SLOPES NOTE
MANUFACTURED SLOPES SHALL BE PLANTED AS SOON AS POSSIBLE PER CITY OF
ENCINITAS SECTION 23.24.510 OF THE MUNICIPAL CODE. HYDROSSEDING OR BONDED
FIBER MATRIX SHALL BE PROVIDED DURING THE WET SEASON IF ADEQUATE GROUND
COVER IS NOT ESTABLISHED.
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAG DETAIL
QRO F E S S/OHq
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EXP. 12/31/23
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SILT FENCE PER DETAIL
THIS SHE T (TYP)
j � I
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9)8. 4 X 395.74
N
W
E
- - PROPERTY LINE
CENTERLINE OF ROAD
PROPOSED CONSTRUCTION ENTRANCE PER
TC-1. SEE DETAIL THIS SHEET
PROPOSED GRAVEL BAG BERM & INLET PROTECTION
PER SC-4, SC-6, SC-10
o
CW
SS
PROPOSED SILT FENCE PER SC-1
PROPOSED HYDROSEEDING
MATERIAL DELIVERY STORAGE PER WM-1
STOCKPILE MANAGEMENT PER WM-3
SOLID WASTE MANAGEMENT PER WM-5
CONCRETE WASTE MANAGEMENT PER WM-8
SANITARY/SEPTIC WASTE MANAGEMENT PER WM-9
NOTE:
CONTRACTOR TO MODIRY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
DITCH
STABILIZED CONSTRUCTION ENTRANCE
S
GRAPHIC SCALE: 1" = 20' COARSE
AGGREGATE
FILTER
20 40 60 �- FABRIC
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BYASOILS ENGINEER
SECTION A -A
CONSTRUCTION ENTRANCE DETAIL
ORIGINAL
GRADE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
JQO
JQO
BMA
DESCRIPTION: ENCINITAS CONTROL STATION ENC-35
LOCATION: WELL MONUMENTAT CENTER OF CUL DE
SAC, EAST END OF ORANGE VIEW DRIVE
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 1/20/23
R.C.E. NO.: 71651
BRIANARDOLINO EXP.: 12/31/23
RECO NDED: APPROVED:
� �
�I' Ly. �STON
ICHAEL RIZIC J LL T. BANKSON
PRINCIPAL ENGINEER CITY ENGINEER
02/22/2023 02/24/2023
DATE DATE
EROSION CONTROL PLAN FOR:
KIMBALL RESIDENCE
1356 CREST DRIVE
APN: 262-011-10
CDP-003598-2020/MULTI-005186-2022
LDEV-019694-2022
PUBLIC WORKS
BRIAN ARDOLINO DATE
PLANNING
PRINCIPAL ENGINEER DATE
REVIEWER
ELEVATION:243.238' DATUM: NAVD88
INSPECTOR
S H T 3 OF 3
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