LDEV-014197-2021 (Plans)Ducu$gn Em bpe lI 5DCC9E27£FA 7DMM-EA0F6773C9C9
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 HISMER 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 AND INFILTRATION TESTING"
PREPARED BY HETHERINGTON ENGINEERING, INC. DATED JANUARY 25, 2021, PROJECT# 9219.1
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 RIGHTAF-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
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-014197-2021 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 ECHOING 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.
DESCRIPTION I APPROVED I DATE
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
CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO
PUBLIC RESOURCES CODE 5097.96. 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 CATALIN OR KRISTINA REU AT (408) 747-9468,
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.
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 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 TURRI-ANDSCAPED 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 OIU 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.
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASCL
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-19531S 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.
HMARK
DESCRIPTION: 2.5" DISK IN SIDEWALK, PT. NO. 1024
LOCATION: SE CURB RETURN OF IEUONH BLM.. k ORPHEUS
RECORD FROM: CITY OF ENCINITAS- f 1025 ROS 18416
ELEVATION: 178543'
DATUM: N4K
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.
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIR$ SHALL BE MADE OFFSITE.
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) 4364151.
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 S 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-(76OW6-9809 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: 1�50 SO FT
IMPERVIOUS AREA AFTER CONSTRUCTION: 8�50 SO FT
INCREASE IN IMPERVIOUS AREA: 6,700 SO FT
OWNER
CATALIN AND KRISTINA RED
REU FAMILY TRUST 04-24-12
3172 MCKINLEY DRIVE
SANTA CLARA. CA 95051
SITE ADDRESS
1060 URANIA AVENUE
APN: 2M-363-39
LEGAL DESCRIPTION
PARCEL 1 OF PARCEL MAP NO. 20901, IN THE CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF, FILED IN THE OFFICE OF
THE COUNTY RECORDER, JULY 13, 2011, INCLUDING;
TOGETHER WITH AN EASEMENT FOR INGRESS AND
EGRESS AND UTILITY PURPOSES SHOWN AS "PROPOSED
20 FOOT WIDE ACCESS AND UTILITY EASEMENT' OVER
PARCEL 2 OF PARCEL MAP NO. 20901, TOGETHER WITH AN
EASEMENT FOR INGRESS AND EGRESS AND UTILITY
PURPOSES SHOWN AS "PROPOSED 30 FOOT WIDE ACCESS
AND UTILITY EASEMENT" OVER PARCEL 2 OF PARCEL
MAP NO. 20242.
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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
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: (A}Jate Wu DATE: 7/1/2021
C,.., •.EE[�
SIGNATURE: (,yjy,A, ryy, DATE: 7/1/2021
IEU
BOILS ENGINEER'S CERTIFICATE
I, MARK D. 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 JAN. 25, 2021:
FOR AN UPDATE ON MARCH 25, 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, 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: 4vvusFA4uaewew" w 7/1/2021
CpIu e
RICE NO.: aB/'- �lETHAy Qjr
EXP. DATE: 3/312022
JOB#: 9219.1 . EW. 0oU Y31/2x
HETHERINGTON ENGINEERING, INC.
5365 AVENIDA ENCINAS, SUITE A �a. CALIF
CARLSBAD, CA 92008
(760)931-1917
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 PE ORMED BY THE ENGINEER.
SIGNATURE: DATE: 612? 12I ESSi
D NI J. VALDEZ \EL. J. V42o
COFFEY ENGINEERING, INC. e^N
9666 BUSINESSPARK AVENUE, SUITE 210
SAN DIEGO, CA 91 1 PH(858)831-0111 1 FAX(858)8314179 No. C078074
RCEEXPIRES: JUNE30,2022
e
EARTHWORK DATA CIV1V
STEEPEST EXISTING NATURAL SLOPE ON -SITE =2 H:1 V q�OF CALIF"
MAXIMUM VERTICAL DEPTH OF CUT =1.6 FT
MAXIMUM VERTICAL DEPTH OF FILL =TN FTFT
CUT =50 C.V. FILL=750 C.Y.
IMII 700 C.V.
REMEDIAL =300C.Y.L' REMOVAL AND RECOMPACTION UNDER AND WOUTSIDE OF BUILDING AREAS)
DISTURBED AREA=12,200 FT2(0.28 ACRES)
DRAWING INDEX
TITLE SHEET .................................... 1
GRADING PLAN ................................ 2
CONSTRUCTION BMP PLAN ........... 3
LEUCADIA WASTE WATER ............... 4
DISTRICT N07ES
BMP PROJECT STATUS 1
STANDARD
LEUCADIA WASTEWATER DISTRICT
IMPERVIOUS AREA REPLACED:
1,450 SO
FT
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY: LWD DISTRICT ENGINEER
C33692 7/14/2021
PUBLIC WORKS
PLANNING DIVISION
PARKS AND
RECREATION
SAN DIEGUITO WATER DISTRICT
ENCINITAS FIRE DEPARTMENT
John Ugrob 7/15/2021
July 21, 2021
7/21/21
07/15/2021
lL' _ "-
7/ml4
Dexter S. Wilson, PE RCE Date
Dexter Wilson Engineering, Inc. 6/30/2022
SIGN DATE
SIGN DATE
SIG DATE
SIGN DATE
SIGN
DATE
Finn Exp. Date
AS -BUILT
DESIGNED
BY:
DRAWN BY:
CHECKED BY
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
Dv
Dv Dv
INT.
I DATE
I PLANS PREPARED UNDER SUPERVISION
DATE
l�jJ�
� R.C.E.
DANIEL J. VALDEZ
EXP.:
OF
: 6 23 21
NO.: 76074
6 30 22
RECOP
6TEVEN
DATE
✓ RECOMMENDED:
x iJ T.
iNGCITY ENGINEER
7-21-21 7/22/21
DATE
GRADING PLAN FOR:
1060 URANIA AVE.
REU RESIDENCE
APN:254-363-39
PLANNING CASE NO: CDP-004123-2020
LDEV-014197-2021
PUBLIC WORKS
VIEL VALDEZ, PE GATE
PLANNING
REVIEWER
VIOR ENGINEER DATE
INSPECTOR
SHEET 1 OF 4
FOUND REBAR W/
CAP IS 4587
(PROTECT IN PLACE)**
DUPLEX 100 GPM
SUMP PUMP
' T 4.
� BRW=180. P(
RETAINING'WALL
PER SDRSD C-5
ijRW-184�
IBRW=18L00
159 FT2 PORTION °J
.'
OF PLANTER PER
DETAIL 'C'
TRW=184.00
BRW=182.00
1 I I I
184-
RRw=1R20n v,
11
I III
BRW=183.00
18x18 GRATED
INLET
I I I
0
d II
Lr�
� IQN III
VEGETATED SWALE.
PER DETAIL A'
Tj r
O.R. I \ �-
NO.3 BACKING RIPRAR,
0.6'Tx2.5'Wx101, OVER 0.6' �277 FT'
OF D.G.FILTER BLANKET-�BIORETENTI(
(PER SO COUNTY DRAINAGE PER DETAIL
DESIGN MANUAL, TABLE Z1) FG=176.00
2-+®
PA
EX. 2' CMU
& WOOD I
PER DWG. I
iB0 IGO' SIDE'
SETBACK
-II 181
1 l
18250 \ N
181.00
182 J 182
1B3\ \ \ I
DET RAISED FLOOR
FF=188.00
❑� � /// OVER CRAWLSPACE
HEI
VEGETATED SWALE / (NO FIU L4 FT.
WITH BERM PER /�/v WITHIN BUILDING
DETAIL 'A' - - - FOOTPRINT) - -
Zm090A
1
REAR SF15ACk� -_
I
DESCRIPTION
N89' 47'\7 113.02'
DEMO EXISTING
STRUCTURE EXISTING
1 RETAINING WALL
APPROVED I DATE
EL=
10 i 0
D REBAR W/
LS 4428
TECT IN PLAC
to
81" WIDE x 4" HIGH
BERM (WHERE
NOTED ON &N)
SWALE
4 ""
29 MIN.
WEGETATEO COVER
iBo
(MIN. 4" GRASS)
\
DETAIL A"
-EARTHEN SWALE
NOT TO SCALE
WIDE x 1' 3"
WELL AGED, INFLOW PIPE
D 5 WIDE x 2.5
\
1
EA 5T SLO OPEN
19
ACE, REC /19 O6 C
\
.5
�I
HIGH EARPE THEN .1
SHREDDED WITH HEADWALL
BROAD CRESTED
(OVERFLOW CON
�O6 98797, C RECORD
\
\
BERM AROUND Ce
HARDWOOD 2" MIN
MULCH
FREEBOARD
EXCI?JMLUDING
,Ogg
*POST CONSTRUCTION RMP NDTF
WIER
i
I�
X POST CONSTRUCTION LIMPS (BIORETENTION AREA)
PUMP DISCHARGE
ARE TO BE PRIVATELY MAINTAINED AND THE
FILTER COURSE-
TO RIPRAP
FACILITIES NOT MODIFIED OR REMOVED WITHOUT A
3" CLEAN /
PERMIT FROM THE CITY.
AND OVER 3" NO8 78
LOAMY SAND PER
-185
\
STONE
COUNTY OF S4N
°OO`f0 °
°°° DIEGO LID MANUAL,
**SURVEY MONUMENT N
00
INTACT SURVEY MONUMENTS SHOWN ON THE PLAN
o °- °- °-°
°-°-° -°
0.03" (MIN.)
8= .03" (MIN.)
188
M10 SHALL BE PROTECTED IN -PLACE. IF ANY
IMPERVIOUS
IMPERVIOUS
MONUMENT IS DISTURBED OR DESTROYED IT SHALL
PLASTIC LINER
PLASTIC LINER
BE REPLACED BY A LICENSED LAND SURVEYOR AND
DUPLEX 100 GPM
D.G.
A CORNER RECORD OR RECORD OF SURVEY SHALL
3/4" CRUSHED ROCK 4" PERFORATED PVC
SUMP PUMP
WAY
\ BE FILED WITH THE COUNTY PRIOR TO RELEASE OF
BASE AGGREGATE PIPE UNDERDRAW,
RIM=176'
SECURITIES
STORAGE LAYER HOLES DOWN
IEsuwr=173.00
DETAIL B"-BIORETENTION AREA IEWT=176.83
TYPICAL SECTION
///////////// NOT TO SCALE
m 2-3" SHREDDED LOAMY SAND PER
MULCH. PLANTS
DISCHARGE PVC COUNTY D SZ
/ 6" ATRIUM DIEGO LID MANUAL
DRAIN TO SWALE 18 0 C
PAR� GRATES
c+ (OVERFLOW)
r o 6„ 1'xi' CLFANOUT
i RETAINING WALL '�
WATER
PROD RETAINING
FING
LWATER
PROOFING
VEGETATED SWALE ; PM 20 901 2" PEA GRAVEL 1 " OUTFLOW PIPE
PER DETAIL A' - 70 BIORETENRON
\ RETAINING 0
0°6"' °
o...........
WALL PER
SDRSD C-4 INFLOW PIPE W/ 1"
DRILLED ORIFICE IN
PVC CAP
� F-
r3/4" CRUSHED
\ RETAINING ROCK BASE
\ \ WALL 4" PERFORATED PVC PIPE
AGGREGATE UNDERDRAIN, HOLES DOWN
Zww \ \ STORAGE LAYER
DETAIL 'C' -RAISED PLANTER
\ >„ DETENTION AREA
\\ \ 2C NOT TO SCALE
2'1®\ \ EMERGENCY
ACCESS
ESMT PER
\ / MAP 20901 \
-
m sERvrcE
�\\ / 20.0'EASEMENT FO\(NCRESS AND CRESS,
\ PIPELINES, DRAINAGZCNA�NAD/OR P BLIC SCO
AFFECTING PARCELS DB AND CURE�ERVED
\\ /� PER VARIOU S OF�NECO D 4
u�
DESCRIPTION
PROPERTY LINE
ROW CENTERLINE
BUILDING FOOTPRINT
CMU RETAINING WALL
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
DAYLIGHT LINE
6" LANDSCAPE/HARDSCAPE DRAIN
CATCH BASIN
DIRECTION OF FLOW
6" PVC DRAIN LINE (0.759 MIN.)
BIOFILTRATION AREA
LEGEND
REFERENCE
SDRSD C-1, C-4
DETAILS 'B', 'C'
DRAIN STRUCTURES
ID
TYPE
RIM
IE
A
ATRIUM GRATE
18755
186.03
Al
12xi2 GRATED
INLET
181.10
180.43
B
ATRIUM GRATE
187.73
185.95
III
DISCHARGE TO
DISCHARGE176.00
__
C
ATRIUM GRATE
187.73
185.82
D
ATRIUM GRATE
18Z 70
185.91
E
ATRIUM GRATE
18Z66
185.76
F
ATRIUM GRATE
18Z56
185.70
C
18xi8 GRATED
INLET
186.73
185.63
H
ATRIUM GRATE
186.17
184.65
1
ATRIUM GRATE
184.59
183.00
J
ATRIUM GRATE
183.50
182.00
K
ATRIUM GRATE
183.50
181.70
L
ATRIUM GRATE
159.05
178.50
M
ATRIUM GRATE
154.90
178.40
SYMBOL
N45"45'45"W
-90-
-90-
10000
DRAIN STRUCTURES
ID
TYPE
RIM
IE
N
DISCHARGE TO
BIORETENTION
177.02
176.00
0
ATRIUM GRATE
187.57
186.05
P
ATRIUM GRATE
187.60
186.09
0
ATRIUM GRATE
187.57
186.04
R
ATRIUM GRATE
187.66
185.92
S
ATRIUM GRATE
187.99
185.83
T
ATRIUM GRATE
187.59
185.80
U
ATRIUM GRATE
187.58
185.76
V
ATRIUM GRATE
187.62
185.71
W
ATRIUM GRATE
188.03
185.64
X
ATRIUM GRATE
187.45
185.51
Y
DISCHARGE TO
VEG. SWALE
186.35
185.00
2
12x12 GRATED
NLET
181.00
180.50
t ° HYD
UTILITIES ZOZ9 JOG'
EA ENT FO PUBLIC ° IW ° W
° G ED TO RAN
DIEGO GAS ELECTRIC �
m 4 COMPANY, REC 2009 AS
Vy- W DOC ,ff20 68878 O.R
1 "G, j"G.
E E F1 Ax E54/q44'
- _ _ _ _ - - _ _ _ - _ _ _ - - O r mE la 11 ? Ofi.
6.0'EASEMEN7 FOR UBLIC SEWER LATERAL / - - - - - - - - '� YF` S+
UTILITIES GRANTED SAN TO REMAIN / / GAS SERVICE
DIEGO GAS AND EL CFRIC i
COMPANY, REC 5/14 1929 IN 6.0' EASEMENT FOR THE
BOOK 1626, PAGE 33 , OF O.R. PUBLIC UTILITIES, RED
V// /// /// /// /// // 1111712002 AS DOC
102-905523 OF OR, I
� L NI �ErOti�5 w
m -Z.57 h �
EXISTING SEWER -
ID 7CLEANOUT TO REMAIN �•
O
DESCRIPTION: 2.5" DISK IN SIDEWALK, PT. NO. 1024
LOCATION: SE CURB RETURN OF LEUCADIA BUM.. & ORRHEUS
RECORD FROM: CITY OF ENCINITAS- f 1025 ROS 18416
ELEVATION: n8.5as'
DATUM: N4N.198
ENGINEERING DIVISION APPROVALS
INT.
I DATE
I PLANS PREPARED UNDER SUPERVISION OF
DATE : 6 23 21
^K%(� R.C.E. NO.: 76074
RECOP .✓ RECOMMENDED:
IBLIC WORKS
PLANNING
STEVEN K JI T. BANKSTON
A GUTYENeweee
REVIEWER
DANIEL JANIEL V 30 22
EXP.: 6
7-21-21 7/22/21
NSPECTOR
DATE DATE
a.m 5°fo r2
N 1 tin No. C078074
z� A OIVIV r
JA
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
\DING PLAN FOR:
1060 URANIA AVE.
REU RESIDENCE LDEV-014197-2021
(APN: 254-363-39)
NNING CASE NO: CDP-004123-2020 SHEET 2 OF 4
FOR SEDIMENT TO ACCUMULATE (FILTER
PER SE-1
VIA o
— �---�---� --- ( INLET
PROTECTION
PER SC-10
(TYP.)
188�
N89' 47' 1 "W 113.02' - -
1"=
TWO LEVELS OF
SAND OR GRAVEL
1 BAGS - ONE BELOW
Q V/SOUEEN, ONE
ABOVE
TO CONTAIN
SPILLAGE)
1 DETAIL 'T'
SANITARY TOILET (BIFFY) PROTECTION
\ NO SCALE
GRAVEL BAGS
OVERLAP ONTO
CURB OR SIDE -BERM CURB OR SIDE
OF TRAVELWAY
--�- = FT MIN.
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
DETAIL 'W'
GRAVEL BAGS ON TRAVEL WAYS
FABRIC
HAY -
BALE
KEY IN FILTER FABRIC A'"
MINIMUM OF 6' BELOW
THE GROUND SURFACE
AND 6- ACROSS, THEN
BACKFILL WITH DIRT OR
GRAVEL rFABR
CTAwr_
INSTALLATION
BACK FILL
STRENGTHENING
ANCHORING
FILL
DETAIL 'R'
SILT FENCE INSTALLATION
GRAVEL
OVERLAP
RUNOFF
GAP BETWEEN BgGS����
CTS AS SPILLWWAh
DETAIL 'V
GRAVEL BAGS BARRIER
NO SCALE
10 mll WOOD FRAME
- PLASTIC - - SECURELY FASTENED
AROUND ENTIRE
ID - PERIMETER
TWO -STACKED SECTION I W/TWO STAKES
2x10 ROUGH WOOD
(4' MIN)
10 mil
STAKE (TYP) I
TOP VIEW
DETAIL Z'
CONCRETE WASHOUT -ABOVE GROUND
NO SCALE
CONSTRUCTION BEST MANAGEMENT PRACTICES RAIN GUTTERS
/BMP/ NOTE FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF
DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION
EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE AND DISCHARGE ONTO THE STREET ANDIOR INTO THE PUBLIC STORM DRAIN SYSTEM.
MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
SITE. SEDIMENT CONTROL MEASURES (EC. SILT FENCING, FIBER ROLLS, DETENTION SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
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 DESILTING BASIN NOTE•
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM
(E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR BIORETENTION BASINS SHALL EXCAVATED AND USED AS DESILTING BASINS DURING
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE). CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION
BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO
POST- CONSTRUCTION BEST MANAGEMENT OCCUPANCY AND/OR FINAL.
PRACTICES (BMP) NOTE LEGEND
NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, DESCRIPTION STD DWG SYMBOL
ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES SHALL BE IDENTIFIED ON THE N45.45'45'W
SITE PLAN. MOST COMMON MEASURES ARE DESIGNATED TURF AREAS, WHICH RECEIVE PROPERTY LINER— - - —
ROOF DRAINS AND RUNOFF FROM IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS
THAT ARE DESIGNED FOR BMPS SHALL BE DELINEATED ON PLANS AND A NOTE PLACED SILT FENCE SE-1; DETAIL 'R'
ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS GRAVEL BAG BERM BARRIER SE-6; DETAILS 'W' & 'V'
WITHOUT A CITY PERMIT.
DIRECTION/COURSE OF FLOW
HAZARDOUS AND CONCRETE WM-6, WM-8 WM-6
I I £ WASTE MANAGEMENT DETAIL 7' WM-8
I ® NI
I SANITARY WASTE WM-9; DETAIL 'T' WM-9
(PORTABLE TOILET)
/I
INLET PROTECTION 5E-10
s
SIX) / II MATERIALS DELIVERY AND STORAGE AREA WM-I WM-i
z
�\ 0 I s / / TEMPORARY TRASH/SOLID WASTE WM-5 WM-5
C\S 5 N N /
1^ O O Ov O 4 w V O 4 W ` w W w STREET SWEEPING SE-7 (NO SYMBOL)
Vl w
O O O O o STABILIZED CONSTRUCTION ENTRANCE TR-1 O 00 O 0p O
'Q Qa O0004 STREET
O ,�o w w w� 0` SWEEPING
----- ---- I PER SE-7
:11c — — — — —1.,G — — — — —1„G / I I STANDARD DRAWINGS (SE-5, WM-5, ETC.) CAN BE FOUND AT THE CALIFORNIA STORMWATER QUALITY
— — — — — — — — — —
ASSOCIATION (CASOA) WEBSITE https://www.casga.org/resources/bmp handbooks/construction
i
e e e L E
a �yjESS
-------------- o PP N mo I\E�J.yq
GAS Si -- -- I m Iva
1^ 1 No. C076074
I I ; zv I • -
°� CIVIV
A CONSTRUCTION & POST -CONSTRUCTION BMP PLAN `
o crr„
DESIGNED BV: DRAWN I CHECKED BV
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT DV DV Dv ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAW( G NO.
INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO l RECOMMENDED: GRADING PLAN FOR:
DESCRIPTION: URI DISK IN SIDEWALK, PT. N0. 1024 1060 URANIA AVE.
REORDLOCATION: O CURB RENRN OON17AS OR 025 8 ORPHEIIS SL PUBLIC WORKS DATE : 6 23 21 �, LDEV-074197-2021
RECORD FROM: Cltt OF ENCINITAS- /f025 ROS 18416 DANIEL VALDEZ, PE DATE PLANNING � sTEVEry � rc di r.enrvKsrory REU RESIDENCE
ELEVATION: 178.543' R.C.E. NO. 76074 ZING att ENGINEER
DATUM: N1Wae REVIEWER DANIEL J. VALDEZ 7-21-21 7/22/21 (APN:254-363-39)
SENIOR ENGINEER DATE INSPECTOR EXP.: 6 30 22 DATE DATE PLANNING CASE NO: CDP.004123-2020 SHEET 3 OF 4
CONSTRUCTION
ENTRANCE
PER TC-i
GAS C
PAR. 2
PM 2090
GAS
e� � SERVICE
LEUCADIA WASTE WATER DISTRICT NOTES
PROTECTION NOTES FOR MISCELLANEOUS PLANS
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 DESIGNS, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO LEUCADIA
WASTEWATER DISTRICT (LWD) STANDARD SPECIFICATIONS, AVAILABLE 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.
S. 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 EXISTENCE 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 FACILITIES.
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, OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE
EXPOSED.
pµcrESslq�
�2�F} J. VgCo
O N
No. 0076074
�'qAF, CIV1F. �2P
F
115121
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT
UtJIGNtU tlY:
UIiHWN tlY: GHtGKhU tlY
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
DV
DV DV
DESCRIPTION: 2.5' DISK IN SIDEWALK, PT N0. 1024
LOCATION:SE CURB RETURN OF lEUONfA BUD.. & O R1105 SL
RECORD FROM: CRY OF ENCMIiAS- /1025 ROS 18416
ELEVATION: n85as'
DATUM: NW.BB
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE ; 6 23 21
� R.C.E. NO.: 76074
DANIEL J. VALDEZ
EXP.: 6 30 22
RECOP .✓ RECOMMENDED:
_
ClT.BANKSTON
SisvE NMAK n ZING
a Irvcrcervcweee
7-21-21 7/22/21
DATE DATE
GRADING PLAN FOR:
1060 URANIA AVE.
REU RESIDENCE
APN:254-363-39
PLANNINGCASENO: CDP-004123-2020
LDEV-014197-2021
PUBLIC WORKS
DANIEL VALDEZ, PE DATE
PLANNING
REVIEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 4 OF 4