2021-15837 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION 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.
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 AND INFILTRATION TESTING"
PREPARED BY TERRA PACIFIC CONSULTANTS, INC. DATED MAY 10, 2021, FILE NO. 27189 SHALL BE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY
OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND
SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 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
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. LDEV-015837-2021 HAS BEEN
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN
ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER
HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF
FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR
UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE
ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A
NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR 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.
18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE
INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT,
DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO
ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL
IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE
TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE
DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION
WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE
NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE
EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING
ACTIVITIES ARE ALLOWED TO RESUME.
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS
ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE
FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY,
THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR
DISTURBANCE OF THE DISCOVERY OR ANY 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
CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO
PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION
EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT
THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR
THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS
PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE
WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER
AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE
SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE
NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN
REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU ("IN PLACE"), OR IN A SECURE
LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE
REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PROPERTY MANAGER KARI MCCALLUM AT
(760) 643-2200, 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 NOTES:
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-1 8.
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.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL
STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC.
STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND 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.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD/ESD - (760)-633-2770 LWD 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.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: -0- SQ FT
IMPERVIOUS AREA AFTER CONSTRUCTION: -0- SQ FT
INCREASE IN IMPERVIOUS AREA: 7 SQ FT
IMPERVIOUS AREA REPLACED: -0- SQ FT
SI
PUBLIC WORKS
1 /26/2023
DATE SIGN
APPROVED
1/26/2023 , fcarr
PLANNING DIVISION
OWNER
PARK PLACE BLUFFS HOMEOWNERS CORP
1390 EVERGREEN DR
CARDIFF, CA 92007
SITE ADDRESS
WOODLAKE DRIVE
APN: 260-221-28-00
LEGAL DESCRIPTION
LOT 581 OF MAP 7808, IN THE CITY OF CARDIFF,
COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, FILED IN THE OFFICE OF THE
COUNTY RECORDER, APRIL 5, 1910.
ZONE/GENERAL PLAN DESIGNATION
ZONING CODE R5
RESIDENTIAL 3.01-5.00 DU/AC
OVERLAY ZONES
-COASTAL ZONE
-SPECIAL STUDY
-HILLSIDE INLAND BLUFF
SUMMARY OF SCOPE OF WORK
REINFORCEMENT/RESTORATION OF SLOPE TO
SANTA FE DR
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LWOODLAKE DR c�a
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V/C/N/TY MAP 15
PREVIOUSLY GRADED CONDITION THOMAS BROS. MAP 1 167-F2
OWNER'S CERTIFICATE NO SCALE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND 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 WORI< 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: I/ �/ 23
LISA R dkRY, B _ NT
ON BEHALF OF PA P CE UFFS HOMEOWNER'S CORPORATION
0
SITE
CARDIFF I DR 1
OILS ENGINEER'S CERTIFICATE
MATHEW MARQUEZ 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 MAY 10, 2021
FOR AN UPDATE ON (N/A). 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:
RCE NO.: 70072 QROFESS/�,I
EXP. DATE: 9/30/2024 C,)� 'y91,
OG Z
JOB #: 27189 w N m
Of 70072 X
TERRA PACIFIC CONSULTANTS, INC. * Expires 09/30/
4010 Morena Boulevard, Suite 108
SAN DIEGO, CA y C / V \�.
(858) 521-1190
F OF CA��Fo�
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 PERFORMED BY THE ENGINEER.
SIGNATURE: DATE: 12119122 J.
DANIEL J. DEZ J.
COFFEY ENGINEERING, INC. cl) Q fit^ 2
9666 BUSINESSPARK AVENUE, SUITE 210 LU ~
SAN DIEGO, CA 92131-1646 1 PH (858)831-0111 1 FAX (858)831-0179 * No. C076074
RCE EXPIRES: JUNE 30, 2024
EARTHWORK DATA CI V1�
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1_5 H : 1 V OF CA\_\F
MAXIMUM VERTICAL DEPTH OF CUT = 6.0 FT
MAXIMUM VERTICAL DEPTH OF FILL = 6.0 FT
CUT = -0- C.Y. FILL = 200 C.Y.
IMPORT = 200 C.Y.
REMEDIAL = 240 C.Y. (VARIABLE DEPTH BENCHING AND RECOMPACTION OF SLOPE)
DISTURBED AREA = 2,000 FT (0.0459 ACRES)
DRAWING INDEX BMP PROJECT STATUS
TITLE SHEET .................................... 1
GRADING PLAN ................................ 2
CONSTRUCTION BMP PLAN ............ 3
PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT
Bob Keele
DATE SIGN
DATE SIGN
01126/2023
DATE
STANDARD
DR
0
ENCINITAS FIRE DEPARTMENT
Steven Kelly Gaffrey 1/26/2023
SIGN
DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT
kzi 1-4 ""r:
UKIsr:
`'"c`'�t" �Y:
ENGINEERING DIVISION APPROVALS (iR)
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
D\
D
DK DDV V
DV
DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISK; ENC-39
LOCATION: TOP OF CURB, NORTHWEST QUADRANT OF BIRMINGHAM DR &
LAKE DRIVE
RECORD FROM: CITY OF ENCINITAS- #1039 ROS 18416
ELEVATION: 323.983'
DATUM: NAVD88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE • 12 19 22
R.C.E. NO.: 76074
DANIEL J. VALDEZ
I EXP.: 6/3 /24
RECOMMENDED: RECOMMENDED:
Jill T.
GRADING PLAN FOR:
WOODLAKE DRIVE
PARK PLACE BLUFFS
SLOPE REPAIR
I(APN: 260-221-28)
LDEV-015837-2021
PUBLIC WORKS
DANIEL VALDEZ, PE DATE
PLANNING
_
ICHAEL TRIZIC JILL T. BANKSTON
PRINCIPAL ENGINEER CITY ENGINEER
02/06/2023 02/08/2023
REVIEWER
I PRINCIPAL ENGINEER DATE
INSPECTOR
DATE DATE
SHEET 1 OF 3
U�
z
V LL
z
LLI
W
/z
V
U
z°
w
LLI
LLJ
ILL.
LL N
0
w
U'
Q
Q
nz
_ - 60'
- 20'
- � 30'
-
ODLNj�iF Dix
-}- 288.39
/Aso+ 285.
+ 281.33
L-356.8
p-21*4 '4 36» R
p= 21 � SAWCUT, REMOVE AND
1 68 REPLACE EX. PCC
+ 2 9.6� =� SIDEWALK FOR o 15 3 EA. 4" PVC @ DRAINAGE INSTALLATION
+ 280 /
+ 277.72 0.50% SPACED � / + 278.36 \
�i + 277.64 �,� + 8� `" AT 6" O.C.
moo /
z
+ 276.47 _ + 2 6. 8 12x 12 GRAT
I
-� - -� - � _ - ®+ 27 .8 INLET (TYP.)
+ 276.22-lE-,2,16343 111
41oo=0.41 CFS -1
275.03 V100=1.11 FPS
+ 27 .49
+ 274.53 + 275.30 + 275.66
10.0' WATER EASEMENT
6 GRANTED SAN DIEGUITO
+ 2 IRRIGATION DISTRICT
ECORDED 10/19/19722�9.64
FILE NO. 281504 O.R.
+ 275.07
0.0'SEWER EASEMENT
+ 275.1 RANTED TO CARDIFF
NITATION DISTRICT
E 0 ED 12/14 1
E N0. 3333 9 YI.
4�
+ 27 .09
+ 275.,
310
300
1
s
10 0 10 20 30
SCALE: I "=1oil
+ 91 58
DO D
�g CON TION P
P DETAI '
f• ~ 29gq
i
9
).20
I
REMOVE & REPLACE I
PORTION OF EXISTING
CONCRETE BROW
DITCH PER SDRSD
D-75, TYPE 'A'
11,121
DOWELLED
CONNECTION POINT
PER DETAIL 'C'
ff
+ 27 •91
1 + 2 7.04
I
DISCHARGE
+ 2
7 00
TO SWALE
9
PORTION OF G
+ 276.58
27
IE=276.57///////l
/ / I
EXISTING SLOPE TO
+
�
BE REINFORCED
I
EARTHEN
� I
�
- 276.18
SWALE PER
'A'
DETAIL
11.7'
-*,g �44 4
N N N
I I � N
_ __---APPRX. LOCATIONOF RFORATED I
HEEL DRAIN. PRECISE TION TO
- - BE FIELD DE TR INED BY II
GEOTECHNICAL GQ SULTANT
I
I
PORTION OF
EXISTING SLOPE TO
BE REINFORCED
I I
/ I
LOT 581
_
MAP
2�•
KEYMAP
SCALE. 1 "=120'
DRAIN STRUCTURES
ID
TYPE
RIM
IE
A
12x 12
GRATED
INLET
279.30
277.30
B
12x 12
GRATED
INLET
279.30
277.23
C
12x 12
GRATED
INLET
277.94
277.17
D
12x 12
GRATED
INLET
278.13
277.12
E
12x 12
GRATED
INLET
278.08
277.06
F
12x 12
GRATED
INLET
278.04
277.02
G
12x 12
GRATED
INLET
278.40
276.96
H
12x 12
GRATED
INLET
278.90
276.91
I
12x 12
GRATED
INLET
279.50
276.88
J
12x 12
GRATED
INLET
279.30
276.82
K
24x24
GRATED
INLET
277.68
276.66
L
DISCHARGE TO
SWALE
277.38
276.57
310
COBBLE
BERM
2_i
1.5'
SWALE
611
MIN.
1-W-11 I, -
300 VEGETATED COVER
(MIN. 4 " GRASS)
_j
WOODLAKE DRIVE
AREA OF
WORK
I
LEGEND
DESCRIPTION
PROPERTY LINE
ROW CENTERLINE
BUILDING FOOTPRINT
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING SPOT ELEVATION
GRATED INLET
DIRECTION OF FLOW
6" PVC DRAIN LINE (0.5% MIN.)
UNLESS NOTED OTHERWISE ON PLAN
PERFORATED HELL DRAIN
DETAIL A' - EARTHEN SWALE
NOT TO SCALE
REFERENCE
SEE SECTION 'A -A'
SYMBOL
N45'45'45 "W
90
90
1000
Em
GRAVEL BAG CHIMNEY DRAIN
COBBLE
BERM BURLAP SAND BAGS OR NON -WOVEN NYLON
BAGS FILLED W/ %2" - 3/" CLEAN GRAVEL.
27, MIN -
STACK ON TOP OF EACH OTHER IN SINGLE ROW.
STACK BAGS AS FILL
LIFTS ARE PLACED
MAINTAIN CONTACT BETWEEN
BAGS AND DRAIN
HEEL DRAIN
GEOCOMPOSITE CHIMNEY DRAIN
BACKFILL MOISTURE CONDITIONED
AND
PLACE LAPS ON HORIZONTAL
290
I
REMOVE-EX.-TENCE.
290
BENCH WHERE NEEDED.
GEOCOMPOSITE DRAIN BOARD SUCH
EX. BUILDING FACE
_ _
REPLACE AFTER SLOPE
_ _ _ _ _ _ _ _
- -- -- VALUE REINFORCE WITH
BIAXIAL GEOGRID, I.E.,
LAP MIN. 6'
AS MIRAFI G20ON OR SIMILAR
HAS--BEEN-REGRADEtY
-
DOUBLE -SIDED DRAINBOARD.
- - - - - -
- i =_ =i
LONG ROLLED BACK THE
TOP
START DOWELLS SECTION OF EXISTING
MINIMUM 2 FT WIDE STRIP.
ROLL DOWN BENCHES
3" FROM TOP PCC DITCH TO REMAIN
-i
EDGE OF DITCH
IJySrAI I (H/MNFY nRAINS AT .M' nN
_
MAINTAIN CONTACT
CENTER WITH GRAVEL BAGS OR
DRAINAGE BOARD, I.E. MIRAFI 620ON
-_
W/ DRAIN
�pFESS/p�, -
E� J.
280
I
SEE DETAIL B THIS SHEET
-
280
- -l
12" #4 REBAR _
DOWELL -- --
TACK BOARDS TO
BACKCUT DURING
FILL PLACEMENT
HEEL DRAIN
(P) 12x 12
GRATED
INLET PER
PLAN I
INSTALL SUBDRAIN AT HEEL OF KEYWAY 4" DIAMETER PERFORATED
@ 8" O.C. (TYP.)
I
SOR-35 PVC PIPE .SURROUNDED BY ¢" - 1" CI FAN DRAIN
ROCK
6„ _ 6"
No. C076074
WRAPPED IN MIRAFIFILTER C OR SIMILAR
(MIN. 2
DETAIL 'C' - DOWELLED CONNECTION
�t�'
FT /LINEAR FOOT) OUTLLET T0DRAINAGEI SYSTEM PER
PLAN VIEW
DETAIL
q�F I
LIMITS OF KEY PER
(@ 12x 12 GRATED INLET)
OF CAS\�
275
275
/
Orc 'l SEW PCC DITCH TO EXISTING
CHIMNEYDRAIN
GEOTECHNICAL FIELD
0+00
OBSERVATIONS SECTION
A -A - SLOPEREINFORCEMENT
-SCALE 1 "=5'
0+94
NO SCALE
NOT TO SCALE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT
DESIGNED BY
DESI:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
Dv
Dv
Dv
DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISK; ENC-39 �
LOCATION: TOP OF CURB, NORTHWEST QUADRANT OF BIRMINGHAM DR &
INT.
DATE
PLANS PREPARED UNDER SUPERVISION
DATE
OF
: 12 19 22
RECO MENDED:
RECOMMENDED:
JIII T.
GRADING PLAN FOR: WOODLAKE DRIVE
PARK PLACE BLUFFS
LDEV-015837-2021
PUBLIC WORKS
LAKE DRIVE
RECORD FROM: CITY OF ENCINITAS- 11039 ROS 18416
ELEVATION: 323.983'
DATUM: NAVD88
DAN I EL VALDEZ, PE DATE
PLANNING
R.C.E.
DANIEL J. VALDEZ
EXP.
NO.: 76074
6 30 24
ICHAEL RIZIC
PRINCIPAL ENGINEER
02/06/2023
DATE
JILL T. BANKSTON
CITY ENGINEER
02/08/2023
DATE
SLOPE REPAIR
(APN: 260-221-28)
REVIEWER
PRINCIPAL ENGINEER DATE
INSPECTOR
SHEET 2 OF 3
`•J
Z�
po
x
LL
Z�
Ir
Lu
W
ZM
N
Q
U
Z°
2
Lu
Z
LLJ
L N
O=
w
U'
Y
Q
CONSTRUCTION & POST -CONSTRUCTION BMP PLAN
LEGEND
DESCRIPTION
STD DWG
SYMBOL
PROPERTY LINE
N45'45_45 "W
SILT FENCE
SE-1; DETAIL 'R'
13
GRAVEL BAG BERM/BARRIER
SE-6; DETAILS 'W' & 'V'
Oc=�=
DIRECTION/COURSE OF FLOW
HAZARDOUS AND CONCRETE
WM-6, WM-8
'Z'
WM-6
WM-8
WASTE MANAGEMENT
DETAIL
SANITARY WASTE
WM-9; DETAIL 'T'
WM-9
(PORTABLE TOILET)
INLET PROTECTION
SE-10
MATERIALS DELIVERY AND STORAGE AREA
WM-1
WM-1
TEMPORARY TRASH/SOLID WASTE
WM-5
WM-5
STREET SWEEPING
SE-7
(NO SYMBOL)
STABILIZED CONSTRUCTION ENTRANCE
TR-1
o 00 0 00 0
STANDARD DRAWINGS (SE-5, WM-5, ETC.) CAN BE FOUND AT THE CALIFORNIA STORMWATER QUALITY
ASSOCIATION (CASQA) WEBSITE. https://www.cosga.orglresources/bmp-handbooks/construction
CONSTRUCTION BEST MCI NCI GEMENT PRACTICES
(BMP) NOTE
EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON
SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, DETENTION
BASINS) 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).
POST -CONSTRUCTION BEST MANAGEMENT
PRACTICES (BMP) NOTE
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.
ALLOW 2'-5' AT TOE OF SLOPE
FOR SEDIMENT TO ACCUMULATE FILTER
BIFFY
TWO LEVELS OF
SAND OR GRAVEL
4 BAGS - ONE BELOW
VISQUEEN, ONE
ABOVE
(TOSPILLAO E)AIN
VISQUEEN
SKIRT
STAKE
SEDIMENT
INS TALLA TON
STREET SWEEPING
PER SE- 7
-:�' + 27 .49
+ 2�.53
+ 2
DIN
ANOODLAI + 285.
+ 276.47 t
I
+ 27 6.22 + 276.37 -
+ 21n , - =
A-21'44 36 6, �=g70 p0_ L 3
2 INLET
6 -� PROTECTION
��L=301 PER SE-10
❑ +29.64 �� -
+ 280.15 CONSTRUCTION (n'P•)
ENTRANCE
+ 8.27 PER TC-1 - -
c
�O OO p �_ -26.
n W W. - a + 27 .8
+275.03 10OOO-I
STREET SWEEPING
PER SE-7 .66 / + 276.5E
\ \ ' 075.3C WM-9 10.0' WATER EASEMENT
6
GRANTED SAN DIEGUITO
IRRIGATION DISTRICT
RECORDED 10/19/197+22�9,64
FILE NO. 281504 O.R.
\
+ 275.07
\
0.0'SEWER EASEMENT
+ 275.1
RANTED TO CARDIFF
SANITATION DISTRICT
E OF ED 12/14/1� � 4�}S
ENO. 333319 0. R.
+ 27�.09
+
275.4
275.31
- - 0 1
�- + 2 7.0
7.+ 277.09 ��. + 2 , / / 77//
2*71
60'
30'
+ 278.3E
a8 SILT FENCE
PER SE-1
WM-6
WM-8
WM-1
WM-5
+ 2BB.39
I
I
I 1I
I
////////�'''
I I I
I I
11
I
I
I
I
LoT!i_8
MAP 7808
i
+
❑o
O
__ ��
91.31
291.
2
HYDROSEEDING
PER NOTES
BELOW
+ 307.63
HYDROSEEDING NOTES
III. HYDROSEEDING SUSPENSION OR SLURRY COMPOSITION THE SEED SHALL BE ADDED FOLLOWED BY THE FIBER MULCH. FIBER MULCH
1. GENERAL SPECIFICATIONS: SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN THE
A. SEED MIXTURE ® REG. RATE PER ACRE. TANK IS AT LEAST ONE-THIRD ()/3) FILLED WITH WATER. THE ENGINE
SLOPES HIGHER THAN 3' SHALL BE HYDROSEEDED PER B. CONWEB OR EQUAL VIRGIN SOD CELLULOSE FIBER THROTTLE SHALL BE OPENED TO FULL SPEED WHEN THE TANK IS
THE FOLLOWING NOTES. MULCH - 2000 LB/ACRE HALF-FILLED WITH WATER. ALL THE FIBER MULCH SHALL BE ADDED BY THE
C.. ECOLOGY CONTROL M-BINDER- 150 LB/ACRE TIME THE TANK IS TWO THIRDS (2/3) TO THREE FOURTHS (3/4) FULL.
IRRIGATED SEED MIX FOR PADDED AREAS. SPRAYIN6 SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL.
10 0 10 20 30 IV. APPLICATION PROCEDURES AND EQUIPMENT
III II. HYDROSEEDING MIXTURES AND RATES OF APPLICATION C. APPLICATION.
DETAIL 'T' HAY = _ - III IRRIGATED HYDROSEED MIX THE OPERATOR SHALL SPRAY THE AREA WITH A UNIFORM, VISIBLE COAT
BALE A. EQUIPMENT. BY USING THE GREEN COLOR OF THE FIBER MULCH AS A GUIDE. THE
SANITARY TOILET BIFFY) PROTECTION - - - - - - - _ _ BOTANICAL NAME - RATE/ACRE HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF
/ - ___ 1 SLURRY SHALL BE APPLIED IN A SWEEPING MOTION IN AN ARCHED
tti
_ ���������i _ _ SCALE � - / O THE SEED AND SLURRY OF PREPARED FIBER MULCH '
NO SCALE rI - - - _,;,_,;,!,, „=11I-III-I11= STREAM SO AS TO FALL LIKE RAIN, ALLOWING THE WOOD FIBERS TO
11 111 - =1=� 111 111 11I BACK FILL ENCELLA CALIFORNICA - 4 LB/ACRE SHALL BE OF THE "SUPER HYDROSEEDER" TYPE. THIS
_ _ II"'� 1i" "'-" _ _ BUILD ON EACH OTHER. CONTINUE APPLICATION UNTIL A GOOD COAT IS
11=III=11 IIIIIIIIII �_�_�_� -III=III=1 ESCHSCHOLZIA CALIFORNICA - 4 LB ACRE
I�I°=11111-111-°- / EQUIPMENT SHALL HAVE A BUILT-IN AGITATION
'='���� _rrll� III III I ACHIEVED AND THE MATERIAL IS SPREAD AT THE REQUIRED RATE PER
STRENGTHENING III ISOMERIS ARBORIA - 5 LB ACRE SYSTEM AND OPERATING CAPACITY SUFFICIENT TO / III III II III III ISOCOMA MENZIESIL - 3 LB/ACRE AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A ACRE.
GRAVEL BAGS II -III-III= GRAVEL BAGS GRADE LASTHENIA GALBRATA - 2 LB ACRE SLURRY CONTAINING NOT LESS THAN 40# OF FIBER
III III OVERLAP ENDS / D. ALL BARE SPOTS SHALL BE RESEEDED WITH SAME HYDROSEED AND
OVERLAP ONTO III=III= LOTUS SCOPARIUS - 8 LB ACRE MULCH FOR EACH 100 GALLONS OF WATER. THE
CURB OR SIDE M CURB OR SIDE KEY IN FILTER FABRIC A / SUSPENSION COMPOSITION WITHIN THIRTY (30) DAYS TO THE
SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH
OF TRAVELWAY STAKE --- - -- -- - - -- LUPINUS SUCCULENTUS - 5 LB/ACRE SATISFACTION OF THE OWNER.
MINIMUM OF 6' BELOW TO PREVENT STOPPAGE AND SHALL BE EQUIPPED WITH
THE GROUND SURFACE OFF - - MIMULUS PUNICEUS - 4 LB/ACRE A SET OF HYDRAULIC SPRAY NOZZLES WHICH WILL
AND 6 ACROSS, THEN 1=III=III=11I SALVIA APIANA - 4 LB ACRE 2. GRADED DISTURBED OR ERODED AREAS TO BE TREATED WITH
" / PROVIDE A CONTINUOUS NON -FLUCTUATING
BACKFILL WITH DIRT OR 11111111 SISYRINCHIUM BELLUM - 2 LB/ACRE DISCHARGE. THE SLURRY TANK SHALL HAVE A NON-IRRGATED HYDROSEED MIX SHALL RECEIVE AN INTERIM
GRAVEL III III TOTAL 41 LB ACRE MINIMUM CAPACITY OF 1,500 GALLONS AND SHALL BE BIN DER/TACKIFIER AS NEEDED BETWEEN APRIL 2ND AND AUGUST 31ST
FILTER -III RUNOFF MOUNTED ON A TRAVELING UNIT, EITHER FOR DUST EROSION CONTROL AND SUBSEQUENT APPLICATION OF
STAKE FABRIC = -III NON -IRRIGATED SEED MIX FOR PADDED AREAS. SELF-PROPELLED OR DRAWN BY A SEPARATE UNIT, HYDROSEED MIX DURING THE RAINY SEASON BETWEEN OCTOBER 1ST AND
5 FT MIN. ��_ II USE SAME SEED MIX AS NOTED ABOVE. GRADED, WHICH WILL PLACE THE SLURRY TANK SPRAY NOZZLES APRIL 1ST.
IIIII'' " "I I-III=11I-III ANCHORING DISTURBED, OR ERODED AREAS THAT WILL NOT BE PAVED, WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE
"'-"'-"'-" =III=III- COVERED BY A STRUCTURE, OR PLANTED FOR A PERIOD SEEDED.
-III-III-III=III=11 ___���
III=III II II=III II 1111-I 1= 3. PROPOSED HYDROSEED MIX IS FOR EROSION CONTROL PURPOSES ONLY.
RUNOFF -III=-II��� OF OVER 90 DAYS SHALL BE TEMPORARILY REVEGETATED
_„I_III--I-II PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, IT SHALL BE
III III GAP BETWEEN BAGS WITH A NON -IRRIGATED NATIVE HYDROSEED MIX, GROUND B. PREPARATION.
GAP BETWEEN BAGS - THE RESPONSIBILITY OF THE PERMITTEE OR SUBSEQUENT OWNER TO
I=11 IIIIII=III=III ACTS AS SPILLWA COVER, OR EQUIVALENT MATERIAL. NO SEED THE SLURRY PREPARATION SHALL TAKE PLACE AT THE
ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS =11I I1 III III BACK FILL -- - - SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR EXPRESS SITE OF WORK AND SHALL BEGIN BY ADDING WATER INSTALL ALL LANDSCAPE IN ZONE ONE CONSISTENT WITH THE BRUSH
WITH ENDS OVERLAPPED II III (IIIIII - -__- WRITTEN AUTHORIZATION FROM THE LANDSCAPE TO THE TANK WHEN THE ENGINE IS AT MANAGEMENT REGULATIONS -SECTION 142.0412-LDC. ALL PLANT
_ - � � ARCHITECT. ALL SEEDS ARE AVAILABLE AT S&S SEEDS - HALF -THROTTLE. WHEN THE WATER LEVEL HAS MATERIAL IN ZONE ONE SHALL BE IRRIGATED WITH A PERMANENT,
DETAIL IX/ DETAIL 'R' DETAIL V (805) 684-0456. REACHED THE HEIGHT OF THE AGITATOR SHAFT, GOOD BELOW -GRADE IRRIGATION SYSTEM. THE SYSTEM SHALL BE AUTOMATIC,
GR�I VEL BSI GS ON TRA VEL IX/�I YS
NO SCALE
SILT FENCE INSTALLATION
NO SCALE
GRAVEL BAGS BARRIER
NO SCALE
RECIRCULATION SHALL BE ESTABLISHED AND, AT THIS ELECTRICALLY CONTROLLED, AND DESIGNED TO PROVIDE WATER TO ALL
TIME, REQUIRED PLANTINGS TO MAINTAIN THEM IN A HEALTHY,
DISEASE -RESISTANT CONDITION.
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
Dv
Dv
Dv
DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISK ENC-39 �
LOCATION: TOP OF CURB, NORTHWEST QUADRANT OF BIRMINGHAM DR &
LAKE DRIVE
RECORD FROM: CITY OF ENCINITAS- #1039 ROS 18416
ELEVATION: 323.983'
DATUM: NAVD88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE • 12 19 22
R.C.E. NO.: 76074
DANIEL J. VALDEZ
EXP. 6 30 24
RECO MENDED: RECOMMENDED:
Jill T.
GRADING PLAN FOR: WOODLAKE DRIVE
PARK PLACE BLUFFS
SLOPE REPAIR
(APN: 260-221-28)
LDEV-015837-2021
PUBLIC WORKS
DANIEL VALDEZ, PE DATE
PLANNING
_
N41CHAEL RIZIC JILL T. BANKSTON
PRINCIPAL ENGINEER CITY ENGINEER
02/06/2023 02/08/2023
REVIEWER
PRINCIPAL ENGINEER DATE
INSPECTOR
DATE DATE
SHEET 3 OF 3