LDEV-013331-2020 (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 FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED
DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION - PROPOSED SINGLE -STORY MULTI -USE COMMERCIAL
STRUCTURE WITH ROOFTOP DECK" PREPARED BY HETHERINGTON ENGINEERING, DATED JANUARY 20, 2021, SHALL
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO
CONDITION EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR
DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,
LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS
AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE
WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (760) 633-2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDIT70NS AND REQUIREMENTS THE CITY
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING
APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICA77ON" SHALL BE PROVIDED STATING.
"THE GRADING UNDER PERMIT NO. LDEV-013331-2020 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT
SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERA T70N.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION
HE SHALL INSPECT AND TEST THE EXCAVAT70N PLACEMENT AND COMPACT70N OF FILLS AND BACKFILLS AND
COMPACT70N OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
SUI TABILI TY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERA T70NS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND
PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE
WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY
THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS
SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH
OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND
UNIFORM CROSS SEC77ON. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR 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.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN
CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION
UNLESS SPECIFICALLY 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 A TREE TO THE
OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED
TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A
CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAMES SHATTO AT (760) 634-1146. 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE
RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL
MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING
INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED
HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE
CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN
THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL
BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION
BMP/IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING
ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE
ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED
WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR
LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS
AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE
FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER
APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE
IMP/BMP.
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A
PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS
PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST
MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS,
NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL
BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY
LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH
ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN
ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON
FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN
SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE
ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR
PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET
OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS
UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER
FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL
AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS.
IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE
OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS.
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH
THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC
PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT
OF WORK:
A. SEWER - LEUCADIA WASTEWATER DISTRICT - 760-753-0155
B. GAS & ELECTRIC - SDGE - (760)-438-6200
C. WATER - SAN DIEGUITO WATER DISTRICT - 1-800-227-2600
D. TELEPHONE - SBC BELL - (760)-489-3411
E. CABLE TV - COX COMMUNICATIONS - (760)806-9809 X-2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS
PROJECT. PHONE: (760)-633-2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL
WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK
DESCRIPTION: 2.5" DISK CONTROL POINT 1024
LOCATION: IN SIDEWALK IN THE SOUTHEAST
QUADRANT LUCADIA BLVD. AND ORPHEUS AVE
37' EASTERLY OF TRAFFIC SIGNAL.
RECORD FROM: ROS 18416
ELEVATION: 178.543'_ DATUM: NAVD88
LEUCADIA WASTEWATER DISTRICT
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY: LWD DISTRICT ENGINEER
Q2�� C33692 3/3/2021
DEXTER S. WILSON, PE RCE DATE
DEXTER WILSON ENGINEERING, INC. 6/30/2022
FIRM EXP. DATE
AS -BUILT APPROVALS
BRIAN M. ARDOLINO DATE
SENIOR ENGINEER DATE
JBLIC WORK
PLANNING
REVIEWER
INSPECTOR
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO
CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR
CORRUGATED STEEL PANELS/PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED
FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND
PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE.
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ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR
SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER
FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER
FLOWS AND 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 REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM 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 WITH
ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT
AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE
TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL
OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES
AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON
PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770.
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A, NO NATURAL SLOPES ON SITE
MAXIMUM VERTICAL DEPTH OF CUT = 1.4 FT
MAXIMUM VERTICAL DEPTH OF FILL = 3.6 FT
CUT = 30 C.Y. FILL = 150 C.Y.
IMPORT = 120 C.Y.
REMEDIAL = 300 C.Y. ( 20 REMOVAL AND RECOMPACTION UNDER AND 280 ' OUTSIDE OF
BUILDING AREAS)
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, 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 NOT
ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS.
DISTURBED AREA: 5,530 SQFT
IMPERVIOUS AREAS
ON -SITE IMPERVIOUS (PRE -FIRE): 4,843 SQFT
OFF -SITE IMPERVIOUS AREA (PRE -FIRE): 552 SQFT
ON -SITE IMPERVIOUS AREA (PROPOSED): 2,853 SQFT
OFF -SITE IMPERVIOUS AREA (PROPOSED): 552 SQFT
DECREASE IN IMPERVIOUS AREA: 2,000 SQFT
IMPERVIOUS AREA REPLACED: 3,405 SQFT
ZONING REQUIREMENTS
N-CM-1 (COMMERCIAL MIXED 1)
PUBLIC WORKS
John Ugrob 3/3/2021
SIGN
DATE
TNT. DATE PLANS PREPARED UNDER SUPERVISION OF
DATE: 02/01 /2021
BRIAN M. ARDOLINO
PLANNING DIVISION
OWNER/PERMITTEE
JAMES SHATTO
976 HYMETTUS AVE
ENCINITAS, CA 92024
(760)634-1146
SITE ADDRESS
696 NORTH COAST HWY 101
LEUCADIA, CA 92024
A.P.N.=
256-053-13
LEGAL DESCRIPTION
LOT 8, BLOCK "A" SOUTH COAST PARK NO.3,
ACCORDING TO MAP THEREOF NO. 1935, FILED IN
THE OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY, AUGUST 17, 1926.
TOPOGRAPHY
PASCO LARET SUITER & ASSOCIATES
PH 858-259-8212
DATE OF SURVEY: FEBRUARY, 20, 2020
OWNER'S CERTIFICATE
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VICINITY MAP
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I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION STABILITY OF THE SITE.
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, 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: 02/24/2021
JAMES SHATTO
SOILS ENGINEER'S CERTIFICATE
I, MARK HETHERINGTON A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED 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 16,
2019. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING
PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED: _______ DATE- _02/25/2021
MARK D. HETHERINGTON
RCE NO.: 397
EXP. DATE. • 03/3112022
JOB #• 9228.1
HETHERINGTON ENGINEERING
5365 AVENIDA ENCINAS SUITE A
CARLSBAD, CA 92008
PROJECT NO.
PHONE: 760-931-1917
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF
ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR
DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR
EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERFO MED BY E ENGINEER.
SIGNATURE. DATE02/24/2021
BRFAN M. ARD LINO RCE No. 71651 QROVESS
PASCO LARGT SUITER & ASSOCIATES AEL qq!
535 N. COAST HIGHWAY 101 hc�� 'QOo F2
SOLANA BEACH CA, 92074 co
RCE EXPIRES 12-31-21 z z
m No. 71651 o m
Exp. 12/31 /21 z
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OF CA\_
BMP PROJECT STATUS
STANDARD
PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
J. c03/01/2021 03/01/2021
Marchh 11, 2 311�zdj
, 021
DATE SIGff DATE SIGN DATE SIGN DATE
ENGINEERING DIVISION APPROVALS
RECO APPROVED:
STE NOWAK EDWARD J. WIMMER
R.C.E. NO.: 71651 /, _ �� CITY ENGINEER
`j ���2�2/
EXP.:12-31-21 DATE DATE
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
31RADING PLAN FOR:
696 NORTH COAST HWY 101
JAMES SHATTO LDEV-013331-2020
APN: 256-053-13
PLANNING CASE NO: MULTI-03825-2020 SHEET 1 OF 3
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LWD SEWER
_ MH#01-1510 SIDEWALK UNDERDRAIN
- PER SDRSD D-25A DAPHNE S TREE
_ IE59.4
EXISTING 6"ACP WATER -
cn PER WO-70-24
W YELLOW TRUNCATED SIDEWALK UNDERDRAIN - ------ _
W 24" ROOKS BOX DOMES PER SDRSD G 30 PER SDRSD 9-27 78 LF CURB GUTTER &
WITH SUMP &PUMP IE 59.5 PRIVATE SAWCUT LINE SIDEWALK PER SDRSD
TG 60.2 0" CURB n SDRSD LE 15 G 2, G 7 DISTRICT TO UPGRADE TO 1-II
IE 55.5 MATCH 59.2 TC 5.9 CURB INLET WATER METER PER WS-01 AT
TC/FL 59.3 FL 59.4 T PEA TC 60.4 20 OWNERS EXPENSE
(/ IE 570 MATCH
RSD G-4E8.3� 4 c
0 FS 59.6 DRIVEWAYo 4TG S�i9.5 T 6 O L , •p FL 61.1
F MATCH o o . 59.8�VUALK v�0'�
TW 60.1 a 4 n oFS 61.4
60.1 SDRSD-9 4 55142'E$5 25'
. . . . 4 4 0
BMP.
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�v 12o SF FS 60.
EXISTING SEWER
LATERAL TO REMAIN
CLEANOUT PER LWD STD.
DWG. S-25 SHALL BE
CONSTRUCTED;
CONTRACTOR TO VERIFY Jyy60.6
EX. CLEANOUT BW60.3
EX. LWD 8"
VCP SEWER �o
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RF 88.2 I o
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6' SDG&E EASEMENT 10.8 cn
PER BOOK 252, PAGE BW 60.1
300 OF OFFICAL RECORDS
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INSTRUMENT
NO.2011-321613
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STANDARD DETAIL
INSTALL 1"RPBACKFLOWDEVICE
PER WAS WR-01. SERVICE LATERAL FROM WATER METER TO
BACKFLOW PREVENTER SHALL BE INSTALLED INA CASING
ENCASED IN CONCRETE. INSPECTION BY SDWD SHALL TAKE
PLACE PPROOR TO BACKFILL.
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BUILDING�...
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-
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- FLOOD
4'
COVER OR CITYAPPROVED
EQUIVALENT
SDRSD C-9
TYPE "C"
TPL TG 60.!
C
IE59.6
5'
TC 59.7 ;
SIDEWALK _
IE 59.3
DAPHNE STREET _r1 - - -� -
T------I I rTI p p SIDEWALK
UNDERDRAIN
10" LAYER OF 314" GRAVE
**SEE NQTE IBOW p
SECTION A -A
SCALE 1 "=2'
DROUGHT TOLERANT
PLANTS (TYP) RAISED DECK = 62.3
TYPE 'A" EXISTING GRADE
D - TC 61.1
12" LAYER ENGINEERED SOIL
x *SEE NOTE BELOW FOOTING PER
III STRUCTURAL DETAIL
2" LAYER OF 3/8" GRAVES- D I I I _
IIII I - �I i
* BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5%
CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND, 15% COMPOST OR HARDWOORD MULCH, AND 20% TOPSOIL, FREE OF
STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
** 3/4" CRUSHED ROCK LAYER SHALL BE 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 4% OF THE IMPERVIOUS AREA DRAINING TO
IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE
52'
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0 10 20 30
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STORMWATER MAINTENANCE AGREEMENT
RECORDED ___________, 2021, AS
DOCUMENT NO.. 2021- OF O.R.
HOLD HARMLESS FOR DRAINAGE AGREEMENT
RECORDED 2021, AS
DOCUMENT NO.: 2021- OF O.R.
ENCROACHMENT MAINTENANCE AND REMOVAL
AGREEMENT RECORDED --------- 1 2021,
AS DOCUMENT NO.: 2021 OF O.R.
STRUCTURAL DETAIL
TOP OF WALL
(TW)
NOTES:
1. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED
LEGEND
UNDERGROUND.
PROPERTY LINE
-
CENTER LINE
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION
W
EXISTING WATER LINE
AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY
CONSTRUCTION. SUCH POINT SHALL BE REFERENCED AND REPLACED WITH
S
EXISTING SEWER LINE
APPROPRIATE MONUMENTATION BY LICENSED LAND SURVEYOR OR A
- - - - 398 - - -
EXISTING CONTOUR LINE
REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A
EXISTING STRUCTURE
CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED
BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS
PROPOSED SETBACKS
REQUIRED BY THE LAND SURVEYOR'S ACT.
PROPOSED BUILDING FOOTPRINT
3. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE
- - - - -
PROPOSED ROOF ABOVE
PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED IN -PLACE DURING
CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
+ + + + + +
PROPOSED PERMANENT BMP AREA
4. CONTRACTOR TO FIELD VERIFY LOCATION, ELEVATION, AND CONDITION OF
- - - <. '>>
PROPOSED CONCRETE
EXISTING SEWER LATERAL.
PROPOSED PERMEABLE PAVERS
5. A NON-PLOTTABLE EASEMENT: STATE OF CALIFORNIA WITH THE PRIVILEGE
AND RIGHT TO EXTEND AND MAINTAIN DRAINAGE STRUCTURES AND
PROPOSED ASPHALT
EXCAVATION AND EMBANKMENT SLOPES RECORDED DECEMBER 8, 1933 IN
BOOK 252, PAGE 300 OF OFFICIAL RECORDS.
PROPOSED SAWCUT LINE
38
PROPOSED CONTOUR LINE
PROPOSED RETAINING WALL
PROPOSED PLANTER WALL
PROPOSED 4" HDPE AREA DRAIN BY NDS OR APPROVED EQUAL
PROPOSED 4" PVC SDR-35 STORM DRAIN PIPE
BOTTOM OF WALL
(BW)
TYPICAL WALL ELEVATION
LOCATIONS SHOWN ON PLAN
NOT TO SCALE
EXISTING GRADE
faEIIIIIIIIIIII11=1
SCALE 1"=5'
STORMWATER DETENTION BASIN
SPECIAL INSPECTION LETTER PREPARED
BY PASCO LARET SUITERAND
ASSOCIATES DATED _ _ _ _ ON FILE
WITH THE ENGINEERING DIVISION.
LEUCADIA WASTEWATER DISTRICT NOTES
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR
CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR
AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT
(LWD) STANDARD SPECIFICATIONS, AVALIABLE ON THE LWD WEBSITE, AND TO THE REQUIREMENTS OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD
DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES
WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE
JOBSITE AT ALL TIMES.
5. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT-OF-WAY AND OTHER REQUIRED PERMITS HAVE BEEN
OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR APPROPRIATE AGENCIES.
6. THE EXISTING AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS OBTAINED BY AVAILABLE
RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE
ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE
EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN
ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES SHOWN.
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE
LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE
WITHIN THE LIMITS OF THIS PROJECT.
8. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TREATMENT, AND
DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY
NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME. THE
CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT ALL TIMES (DURING
CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE
EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD FACILIITIES.
9. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIES AND
STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER
LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL
ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF THE LWD ENGINEER AT NO COST
TO LWD INCLUDING INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL
BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT
FOR LWD APPROVAL PRIOR TO REPAIR.
10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY SEWAGE
SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LWD
FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE
WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN-UP COSTS AND PENALTIES ASSESSED TO THE
DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR.
11. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA OF
WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES.
12. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS, OVER
CROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED.
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
UCJIUCU 6T.
UMVI0T.
�I DT.
EN INEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
SEL
SEL
BMAVVIV
BMAU
DESCRIPTION: 2.5" DISK CONTROL POINT 1024
LOCATION: IN SIDEWALK IN THE SOUTHEAST
QUADRANT LUCADIA BLVD. AND ORPHEUS AVE.
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 02/01/2021
R.C.E. NO.: 71651
n.
BRIAN M.ARDOLINO EXP.: 12-31-21
RECO APPROVED:
66.14. -W..
STE N AK EDWARD J. WIMMER
I CITY ENGINEER
DATE DATE
GRADING PLAN FOR:
696 NORTH COAST HWY 101
JAMES SHATTO
APN: 256-053-13
PLANNING CASE NO: MULTI-03825-2020
LDEV-013331-2020
PUBLIC WORKS
BRIAN M. ARDOLINO DATE
PLANNING
37 EASTERLY OF TRAFFIC SIGNAL.
RECORD FROM: ROS 18416
ELEVATION: 178.543'_ DATUM: NAVD88
REVIEWER
I SENIOR ENGINEER DATE
INSPECTOR
SHEET 2 OF 3
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PLSA 3302
STORMWATER POLLUTION CONTROL POST
CONSTRUCTION BMP/IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL
RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF
DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE
AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE
STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM
WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT
A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO
APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR
LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO
DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST
SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE
TURF/LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE,
DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE
FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE
IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE
TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED
DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
DISCHARGE IT TO AN ADEQUATE IMP/BMP.
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON
SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM
THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES
NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE
REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL
BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT
PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL
NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE
ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO
HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND
TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED
WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND
OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY
HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY
SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
THROUGH A CITY -APPROVED HYDROCARBON FILTER AND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT
TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE
BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
ADJACENT PROPERTY DISTURBANCE NOTE
LEGEND
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 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.
J. 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.
LANDSCAPE EFFICIENCY BMP NOTES.-
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT
PLANT OR IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
J. ERADICATION OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
5. REPLENISHING MULCH AS NEEDED
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
PLANT GROWTH
7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W/BATTERY BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE"
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
PROPOSED SILT FENCE
PROPOSED GRAVEL BAG BERM
PROPOSED CONSTRUCTION ENTRANCE
PROPOSED CONSTRUCTION ENTRANCE
NOTE:
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING
BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY
REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE
STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL.
GRAVEL BAGS OVERLAP
RUNOFF
RUNOFF
m ffc ei
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WITH ENDS OVERLAPPED
T%Ain LAYERS OF GRAVEL BAGS
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS-/
ACTS AS SPILLWAY
TYPICAL INLET PROTECTION
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
/ "///III/
3. ATTACH THE FILTER FABRIC TO
THE POSTS AND EXTEND IT
INTO THE TRENCH.
2. STAPLE EXTRA STRENGTH SILT FENCE TO
THE POSTS. POSTS ARE TO BE SPACED
CLOSER THAN STANDARD
PRE -MANUFACTURED SILT FENCE
PRODUCTS.
6 IN (15 CM)
TYPICAL SILT FENCE
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
GREATER THAN 3" O BUT
SMALLER THAN 6"
FILTER FABRIC
12" MIN. EXISTING
GRADE
SECTION A -A "
NOTE: CONSTRUCT SEDIMENT
20'R BARRIER AND CHANNELIZE RUNOFF
TO SEDIMENT TRAPPING DEVICE
IN FA 11
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED
TRAFFIC
f
LA
CORRUGATED
SEE CALIFORNIA� — STEEL PANELS
STORMWATER QUALITY 25' MIS'
ASSOCIATION (CASQA)
STANDARD DWG. NO. TC-1 FOR
ADDITIONAL INFORMATION
TYPICAL STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
NOTE: GRADING INSPECTOR MAYALLOW CORRUGATED STEEL PANELS ONLY
WITHOUT AGGREGATE.
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CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
"""sE�""`BMA"
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
DESCRIPTION: 2.511 DISK CONTROL POINT 1024
LOCATION: IN SIDEWALK IN THE SOUTHEAST
QUADRANT LUCADIA BLVD. AND ORPHEUS AVE.
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 02/01/2021
� R.C.E. NO.: 71651
n.
BRIAN M. ARDOLINO EXP.: 12-31-21
RECO APPROVED:
t � m'w ' . -W.y.� "'
STE WAI EDWARD J. WIMMER
(� I CITY ENGINEER
� - Z , x_l 3/�f/202/
DATE DATE
GRADING PLAN FOR:
696 NORTH COAST HWY 101
JAMES SHATTO
APN: 256-053-13
PLANNING CASE NO: MULTI
LDEV-013331-2020
PUBLIC WORKS
BRIAN M. ARDOLINO DATE
PLANNING
37 EASTERLY OF TRAFFIC SIGNAL.
RECORD FROM: ROS 18416
ELEVATION: 178.543' DATUM: NAVD88
REVIEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 3 OF 3
PLSA 3302