2019-14620 G (Plans)RIGHT OFWAYNOTE
EROSION CONTROL
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.
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 "PRELIMINARY GEOTECHN/CAL INVEST/GA PON EVALUA PON, PROPOSED TWO STORY RESIDENCE, 1337 EOLUS
AVENUE, APN 254-370-02, CITY OF ENCINITAS, SAN DIEGO COUNTY, CALIFORNIA. 0 DATED SEPTEMBER 27, 2018, AND UPDATED
ADDENDUM LETTER TITLED 'PRELIMINARY GEOTECHNICAL EVALUATION PROPOSED TWO STORY RESIDENCE, 1337 EOLUS AVENUE, APN
254-370-02, CITY OF ENCINITAS, SAN DIEGO COUNTY CALIFORNIA. b DATED MARCH 22, 2019 AND "GEOTECHNICAL COMMENTARY OF SOIL
PERCOLARON CHARACTERISTICS, PROPOSED TWO -STONY RESIDENCE, 1337 EOLUS AVENUE, CITY OF ENCINITAS, SAN DIEGO COUNTY,
CALIFORNIA DATED MARCH 6, 2020 PREPARED BY PPERA GEOSCIENCES, INC. SHALL ALL BE CONSIDERED AS A PART OF THIS GRADING
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA PONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS
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 730 A.M. NOR ON SATURDAYS, SUNDA YS 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 PERM/TTEE. 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 MA Y IMPOSE WT TH 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 % GRADED CERTIFICATION' SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.14620-G 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 RON.
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 SITF 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, WA TER 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.
SITE BY HHEECONIRACtO SO AS NO LE VE OBJECTIONABLE
RE AREAS�T AT H RVE BEENLCLEARH COLLECTED, EATDANDNNSHED APPE RANCE FREE RO
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 OWERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). lF 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, /F ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE
PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACRVI RES IN THE AREA OF DISCOVERY TO
ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES THE PROJECT APPLICANT SHALL /MMED/A TEL Y 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 DEVELOPME
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 AClRHTY, THE PERSON RESPONSIBLE FOR THE EXCA VARON, 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
CORONERL HAS MADE H E NECESSARYAFNDINGS AS L ORORIGINAANDAD SPOS/TON PURS AMERICAN
NTE O PUB ICI RESOURCES DDDE UNTIL
097 98.T RF
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
THE �CORO ER I WOULD DE ERMNE HINATWO� TREATMENT
NGT COULD
A SDOF OCCUR AS
IF HE LREMA AS FURTHER
ES DEFINED
ECT DTO HIS STATE
HEIR
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 0 GUR ON -SITE IN THE PRESENCE OF THE
TCA NATIVE AMERICAN MONITOR.
CHANGE NO.
DESCRIPTION I APPROVED I DA TE
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MATTHEW VILLALOBOS AT (858) 500-6782, 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 APR/L 15). ALL NECESSARY MA TERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 A T CONVENIENT LOCA BONS TO FAC/L/TA TE
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 MA Y ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS
THA T ARE UNSAFE OR ARE PO TEN HALL Y UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
S TORMWA TER POL L U TION CON TROL POSTCONS TRUCTION BMP /IMP NOTES
1. FOR STORM WA TER 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 HANDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN
DISCHARGES TO AN ADEQUA TE IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2Z 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 STORMWA TER 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
THA T A SEPARA TE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTTNG 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 NO TES:
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.
J. 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 EXISTTNG WATER FACILITY (FIRE HYDRANT
METERS, VALVES, VALVE BOXES, ETC.) WHICH /S AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS lF 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 VAUL IS.
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 /S REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCT/ON 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 Wl1H WC-17 OR WC-18.
BENCHMARK
CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO.
1024 STA TION NAME "134WCCS1 " 2 5" DISK IN SIDEWALK IN
THE SOUTHEAST QUADRANT LEUCADIA BL VD. AND ORPHEUS
A VENUE, 37' EASTERL Y OF TRAFFIC SIGNAL.
DA MY: NA VD88 ELEVA TION: 178. 54Y
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONS TRUCTION 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 STORMWA TER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE
WASHOUT LOCATION.
CONSTRUCTION SITEACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF
SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED 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.
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 CONS TRUCTION MATER/AL 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 STORMWA TER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL,
PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWA TER 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 STORMWA TER. 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 STORMORAIN 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.
L 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 URLITTES AND NOTIFICATION OF
COMMENCEMENT OF WORK.-
A. SEWERS -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 COMMUNICA PONS - (760) 806-9809 X22JJ
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
PHONE (760) 633-2770.
J. 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 SUMMARY
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SF
IMPERVIOUS AREA AFTER CONSTRUCTION 2,865 SF
IMPERVIOUS AREA INCREASE. 2,865 SF
IMPERVIOUS AREA NEW/REMOVE AND REPLACE: 2,865 SF
STORM WATER STATEMENT:
THE BIO-BA SINS HAVE BEEN SIZED USING THE SIZING FACTOR OF 7.59 OF THE INCREASED IMPERVIOUS AREA.
2,865 SF X 0.075= 214 SF REQUIRED. 287 SF PROVIDED.
DEPARTMENT OF ENVIRONMENTAL HEAL TH
Digitally signed by Poitras,
Poitras Jenna Jena
� Date:202D.04.29 14:41:40
-07 00'
PUBLIC WORKS
John Ugrob 5/27/2020
SIGN DA TE I SIGN
AS-BUILTAPPROVALS ut��vAO AO A rrr: urrAtjr:
AO
TNT DATE PLANS PREPARED UNDER SUPERVISION OF
4-11-22 PUBLIC WORKS
VINCENT L SAMPO DA lE PLANNING�`�
REVIEWER
VINCENT L.
PRINCIPAL ENGINEER DATE
INSPECTOR ENGINEER OFF WORK
DA TE
DATE : 5-12-20
R.C.E. NO.: 44173
EXP. 61,30121
PLANNING DIVISION
APPROVED
5/20/2020 , Iwinter
OWNER
LEGEND
SYMBOL
MATTHEW VILLALOBOS
5796 ARMADA DRIVE, SUITE J75
PROPERTY BOUNDARY
- -
CARLSBAD, CALIFORNIA 92008
PROPERTY LINE/RIGHT OF WAY
SITEADDRESS
SETBACK LINE
00
IJ27 EOLUS AVENUE
EXISTING CONTOUR
82 -
00
ENCINITAS, CA 92024
CA)EXISTING
ELEVATION
X 82.43 8330)
ASSESSOR'S PARCEL NO.
NEW CONTOUR
83
254-370-02
83.30
NEW ELEVA TION
DATE OF SURVEY
DA YLIGHT LINE
AUGUST 24, 20181I-
DRAINAGE SWALE
LEGAL DESCRIPTION
THE SOUTHERLY 60.38 FEET OF THE NORTH 120.76 FEET OF THE WESTERL Y 225
DIRECTION OF FLOW
-
FEET OF ALL THAT PORTION OF LOT 2 IN BLOCK X" OF SOUTH COAST PARK
CONCRETE MASONRY RETAINING WALL
ANNEX, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP NUMBER 1788, FILED IN THE OFFICE OF THE COUNTY
BYO -RETENTION /BIO FILTRATION BASIN
RECORDER OF SAID SAN DIEGO COUNTY, MARCH 29, 1924.
PRIVATE CATCH BASIN
-S0---Ml--SD-
0WNER'S CERTIF/CATS
PRIVATE GRAVITY STORM DRAIN PIPE
SD-
-SD-LLL
PERMEABLE PAVERS
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
CONCRETE
°
COMPACTION AND STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITKS 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.• DA TE:
5 12 20
MATTHEW VILLALOBOS
SIGNATURE.•
MAX VILLALOBOS
STATEMENT OF ENGINEER OF WORK
DATE.• 5-12-20
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.
SIGNATURDA 5-12-20 oQ��F ELS/ONgI
E.•
VINCENT L. SAMPO C-1)�=v�N�
N o. 44173 z
COMPANY.• SAMPO ENGINEERING, INC. w
ADDRESS: 171 SAXONY ROAD, STE. 213 ENCINITAS CA. 92024 06-30-21
PHONE NUMBER: (760) 436-0660 J'
RCE EXPIRES: 6/30/21 9%F �� V C�F����
AS
SOILS ENGINEER'S CERTIFICATE
I, GARYSON R. WALKER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF
APPLIED SOIL MECHANICS, HEREBY STATE THAT IT IS OUR PROFESSIONAL OPINION THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON SEPTEMBER 27, 2018, MARCH 22 2019 AND MARCH 6,
2020. ONE COMPLETE COPY OF THE SOILS REPORTS 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 IT IS OUR PROFESSIONAL OPINION THAT
THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS
QRpFESSIpy
n
SIGNED.
� GE 871 rl
GARYSON R. WALKE GE.: 871
a
*
sT�`�prECHNI� a��P*
- -
EOF C A0�.
SIGNED.
DOUGLASS JOHNSTON CEG NO.: 2477
,ONAL�O`(
COMPANY PEERA GEOSCIENCES
o
ADDRESS 40880 COUNTY CENTER DRIVE, SUITE M,
a DOUGLASS L. JOHNSTOD
TEMECULA, CA. 92591
CERTIFIED
CERTIFIED
PHONE NUMBER: (951) 600-9271
ENGINEERING
GEOLOGIST
OF CA��F°Q
EARTHWORKDATA
MAXIMUM VERTICAL DEPTH OF CUT = 6.5 FEET
MAXIMUM VERTICAL DEPTH OF FILL = 3.2 FEET
wll�N0#lN7
FILL = 57 CY
EXPORT= 833 CY
REMEDIAL = 445 CY (3.0 REMOVAL AND RECOMPACTION UNDER, AND 5' OUTSIDE OF BUILDING AREAS)
DISTURBANCE AREA=7,793 SF
BMP PROJECT STA TUS
STANDARD
PARKS AND RECREA TION SAN DIEGUITO WA TER DISTRICT I ENCINITAS FIRE DEPARTMENT
APPROVED
A(Ke(te Saul 5120120 5/20/2020 ,Colson
SAN DIEGUITO WATER
'DATE SIGN DATE SIGN I DISTRICT I DATE
ENGINEERING DI VISION A PPRO VA L S C/TYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
APPRO VED. GRADING PLAN FOR. 1327 EOL US A VENUE
Ec�wawa' tT W�r�rew VILLALOBOS RESIDENCE
EDWARD J. OYERS/20/20 APN,' 254-370-02
DATE PLANNING CASE NO'18-212 DR/COP, MULTI-003269-2019, DR-003270-2019, AND COP-002742-2019
N Z o 0
/�ew�i /�ew6ewet 5/20/20 0 I � h
�a_
-
SIGN DA TE z
Q
N w
.� �W
DRAWING NO. Z N
�m
z
14620-G .�
SHEET I OF 3
CONSTRUCTIONNOTES: I KEY NOTES
1. THE EXISTING TOPOGRAPHY AND BOUNDARY SHOWN HEREON BY SAMPO ENGINEERING,
DEMOLISVPROTECT IN -PLACE O
INC. DATED 8124118 1. DEMOLISH PLANTER BOX
2. A PRELIMINARY TITLE REPORT WAS PREPARED BY FIRST AMERICA TITLE COMPANY DATED 2. DEMOLISH BUSHES
JUL Y 30, 2018 AS ORDER N0, DIV-5752040. SAID REPORT HAS BEEN REVIEWED AND ONE I J. DEMOLISH TREE
I
ING EASEMENT HAS BEEN FOUND AND PLOTTED HEREON.' 4. PROTECT GAS METER
5. PROTECT TREE IN -PLACE
AN EXISTING EASEMENT FOR UTILITY AND INCIDENTAL PURPOSES IN THE DOC. NO. \�
RECORDED DECEMBER 23, 1960 AS INSTRUMENT NO. 247436 OF OR. ,-16�69 163.9 6. PROTECT BUILDING IN -PLACE
� EP C\
EP /�
J.EXISTING AND PROPOSED OVERHEAD UTILITY SERVICE LINES TO THE PROPERTY SHALL APN:254-J70-01 7. PROTECT WALL IN -PLACE \ BE INSTALLED UNDERGROUND. COORDINATION WITH SDG&E SHALL BE DONE BY OWNER OR HOLD CITY HARMLESS FOR DRAINAGE ENCROACHMENT MAINTENANCE AND
AC PAVEMENT I P 8. PROTECT CONCRETE IN -PLACE
ARCHITECT AGREEMENT REMOVAL AGREEMENT
/ RECORDED 2020 RECORDED ,2020 9. PROTECT AC PAVEMENT IN -PLACE
4. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED I �� AS A DOC. NO. 2020- AS DOC. NO 2020- Q� 10. PROTECT WATER METER IN -PLACE AND ADJUST WATER METER BOX TO GRADE AS NEEDED
LAND SURVEYOR AND A CORNER RECORD SHALL BE FILED WITH THE COUNTY PRIOR TO i OF OFFICIAL RECORDS. OF OFFICIAL RECORDS. MAP IJJJ P 11. PROTECT WOOD FENCE IN -PLACE
RELEASE OF OCCUPANCY. Q
12. REMOVE AND RELOCATE EXISTING SIGN
5. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC 13. PROTECT FIRE HYDRANT
RIGHT-OF-WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED TO I 8 0 14. PROTECT WATER VALVE
SATISFACTION OF THE CITY ENGINEER. 4 �, 3 FIRE 7 '� COVER 12 DIA ��,
EXISTING 25' EASEMENT VAL HYDRA. ��. 1 1REE� NEW IMPROVEMENTS
"O
6. ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE, CONTRACTOR TO VERIFY FOR ROAD PURPOSES q FH 10 DAYLIGHT LINE ° v • 6 BOX 5 7
"�' 6 WL 161.80 1. NEW RESIDENCE PER ARCHITECTS PLAN
HORIZONTAL LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTING NEW IMPROVEMENTS 7 �� `� �� �° EXIST. BLDG. 0 8 iJ
r F 69 v " 1 \ I 2. NEW GARAGE PER ARCHITECTS PLAN
7. APPROVED NUMBERS AND OR ADRESSED SHALL BE PLACED ON ALL NEW AND EXISTING 1 ti� WALL N7536'15°E 225.00' (N75'35'05°E 225.00) �6s .s LL - �NIO X 1,� E 225.00 (N75'35 U0 r �`�� . BIM 157.E V - -
BUILDINGS AND A T APPROPKKIA TE ADDITIONAL LOCATIONS AS TO BE PLAINLY VISIBLE AND 16`�`78 EP � � II - �� ' I � � - - js - C `�~ 1 inn n �� ��� � � � 3. PERMEABLE PAVER DRI VEWA Y BY UNI-ECO STONE PER DETAIL `B" OR APPROVED EQUAL.
B '� h '� 4. WOOD STAIRS ABOVE GRADE PER ARCHITECTS PLAN
LEGIBLE FROM THE STREET OR ROADWAY FRONTING THE PROPERTY FROM EITHER DIRECTION E61N R 2.1 Q `3 2'/ D ��'��SD SD -
OF 11
APPROACH. 163.43 1'4OO su su -� V �� �; h 20 DIA 10.0' 5. CONCRETE MASONRY RETAINING WALL PER SDRSD C-1
g , L 0 16 I �� 1 �` 0�h TREE SYSB DIRT 6. PERMEABLE PAVER PATIO BY UNI-ECO STONE PER DETAIL '6" OR APPROVED EQUAL
8. THE DEVELOPER SHALL INSTALL THE WA TER SYSTEM ACCORD/NG TO WATER AGENCIES, 12 T, L FS ^ 6 I 168.0 3 1 2 LL L L 1 ' S o 5 I I 7. CONCRETE MASONRY RETAINING WALL PER SDRSD C-4
(WAS) STANDARDS O- 16 6h. rtTW 164.9 B - - - - -�`°� ��` D LLL L L �o'` �6� 1 _ - 0 - - - 8. 6" WIDE BY 16" DEEP PCC FLUSH CURB PER DETAIL
9. NO OBSTRUCTION OF ROADWA YS DURING CONSTRUCTION. ALL ROADWA YS SHALL BE 12 4- � , o s 1 1 F 16 164• `U L L L L L L �o ' ti 1 3 9
MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR `�- �� oTI � V 025 0' �`� BW- D�h 164.91� R00 LINE ,yll F� ,��� cad L L L L L Q C� �`a� F g� Jul'- SUB SUB- _ 7 14$'4k 9. 3' WIDE BY 6" HIGH WEIR CUT OUT OF TOP WALL FOR DRAINAGE BOTTOM OF WEIR 0 FLOW LINE
�I�L o x �'�`° �^�� L L L L L LA 3 5 FO 1516 7 4k 10. SPA PER SEPARA TE PERMIT
INCLUDING THE PARKING OF VEHICLES /N ACCORDANCE WITH THE CALIFORNIA FIRE CODE ' I 1 L L-: L L ' �, � � s � FYSB � - 1 i l 6 k 142.
AND THE ENCINITAS FIRE DEPARTMENT L 19 �/ I LOLL L SPA g� 152 I 11. 5' HIGH WOOD FENCE AND GATE PER ARCHITECTS PLAN
8 - i �L L L L 162'g1 � h lEair 1 7.00 I I � 12. f2' WIDE AC PAVEMENT STREET WIDENING (MIN 4" AC OVER 6" CLASS lI BASE COURSE)
10, ALL ON -SITE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND L L L I 3 5 2 CB I 1 A��ILL
L 6 L L 5 0160 6 ��� / �v �I I I� / I ,� , , o
SHALL BE MAINTAINED BY THE PROPERTY OWNER. ^� 25.00 15 RO F LINE o�� �; �; �, h d 13. 8.5 WIDE X 19 LONG PARKING SPOT PER ARCHITECTS PLAN
' I 10 LLL W / co is
L L L 8 - ,� L L L L L '��° L L L L L I d"� J
I014. CONDENSER PAD
11. WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING ;� o oJ . �� 0-LLLI�L �� ^7W is�k015. COLUMN PER ARCHITECTS PLAN
o L 1p `° -- 21 4 3
GRADES AND SOIL ENGINEER RECOMMENDATIONS SOIL ENGINEER SHALL DETERMINE FINAL 11 � � I I
-"� I L`� % 164 11 6sr 11 15 15 - WALL fG 162. I o 1 . DEEPENED FOOTING WALL FOOTING DEPTHS N I � 1 O$k ENO 4.3 I BW 161.2 250 K, 6 DEE E ED OOTI G WALL
S 1� 8 L hh' 1� o \ 16 1W 16 I I OPEN SPACE EASEMENT GRANTED TO RYSB 17. CONCRETE MASONRY RETAINING WALL PER SDRSD C-6
12. STORM DRAIN PIPES SHALL NOT BE CONNECTED TO SUB DRAIN PIPES. ; 24 MIN 163. 07 L l2 2 F0162 $) I I / DA 11/GHT LINE THE CITY OF ENCINI TAS PER DOCUMENT a 18. CONCRETE MASONRY RETAINING WALL PER SDRSD C-3
1� o I I NO.2020- „
13. ROOF DOWNSPOUTS TO BE DISCHARGED INTO BIO-RETENTION BASIN AREAS PRIOR TO °° 16�' L $ L L L L L L L L 65� 16�5 L L 21 L '��j 2 1 I I RECORDED I 19. 7 WIDE X 25 LONG PERMEABLE PAVER PARKING SPOT PER DETAIL B
DISCHARGE TO THE SA TISFACTION OF THE CITY ENGINEER. WA TER SHALL NOT BE ALLOWED L L L L L `� L L L L L L L I� I I I I I
� LL 13 5 OF OFFICIA RECORDS 20. 12" WIDE X 4" HIGH AC BERM TO MATCH EXISTING STREET FLOW LINE
TO POND ON SITE AND SHALL NOT DRAIN TOWARD BUILDING FOUNDATIONS SLOPE A APl U 254J700I Z I3
MINIMUM OF 2q AWA Y FROM BUILDINGS, UNLESS INDICA TED OTHERWISE BY THE SOIL °o L L L L L L Lin L L NEW GARAGE �� I III N RT g 4k 21. CONCRETE MASONRY RETAINING WALL PER SDRSD C-5
1, �. PAD 164.3 � NEW RESIDENCE I 141 • 140• o
ENGINEER. � L L 3 L \I / co i I N 1519 22. 1.3' WIDE BY 6" HIGH WEIR CUT OUT OF TOP WALL FOR DRAINAGE BOTTOM OF WEIR 0 FLOW LINE
C 8 L LL -- DS FF165.00 ^+
ELEV. 161.80
14. THE SEPTIC SYSTEM SHALL BE APPROVED BY THE COUNTY DEH PRIOR TO PERMIT z �- IL L L_. 3 1 SEWER POC PAD 164.4 0 1 I
ISSUANCE. 12 L L L I� L L L L L L L 2 g L L L �6455 o C,�` o I I co I STORM DRAIN/WA TER QUALITY 0
NEW PAVEMENT LL L > > 2 I L L (G 6y14 Imo, pc �, I I �hti 1. PRIVATE 4" DIA. STORM DRAIN PIPE PER (SDR-35) PIPE 0 MIN. lq SLOPE
15. THE DEVELOPER SHALL OBTAIN A GRADING PERMIT PRIOR TO THE COMMENCEMENT OF �s 6;�- k 10 DIA WIDENING L s6, ��I 1 p� o I �`� ^� 51.2 2. PRIVATE 12" X 12" CATCH BASIN BY NDS' OR APPROVED EQUAL
ANY CLEARING OR GRADING OF THE SITE. � I o�o'� � s-Lj �• h• 1 � � �c 1 � -, 1 TREEJ
16 2 2 L2 L L_ L k%L L �� 2 1 P�LAk
L I ���_ OOF Nt Q I �- $ k J. 24" WIDE VEGETATED DRAINAGE SWALE PER DETAIL
16. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT UNLESS A LETTER OF U-) 162.97 Z L CL� �- 171, LL DS - - J N I
PERMISSION IS OBTAINED FROM THE OWNERS OF THE AFFECTED PROPERTIES I 9� 4 - 8 L L �' - - - - - - - - - - - - � - - � DIRT � 4. 160 SF BID -RETENTION BASIN PER DETAIL `b" AND 'E"
16 r+ 9 w TW 162� 1 6 p 6 11 1 4 1 14 � �6 0" DIA w l ! 3 �0�� CB 1 h D I I DAYLIGHT LINE 5 5. PRIVATE 4 " DIA STORM DRAIN PIPE PER (SCH-80) PIPE MIN. 19 SLOPE
17. THE MODIFICATION OR REMOVAL OF THE SWPC FACILITIES WITHOUT A PERMIT FROM THE D F G, `� F01 0 TW 4 1 164 6 / TREES 100' 6. 24'X24" OVERFLOW CATCH BASIN WITH STEEL GRATE BY BROOKS OR APPROVED EQUAL
CITY IS PROHIBITED. IO - - 162.9 - - _ 160- 162 L - - 11 - 8 - - - N
- - - - - - - - - - - - - - �- 7. RIP -RAP ENERGY DISSIPATOR PER SDRSD D-40 T1PE 1 WITH SILL USE 2 BACKING 12 THICK
163.30 FgW 16� - - ���� 1,� I SYSB #
18. GRASS AND LANDSCAPE AREAS DESIGNA TED FOR STORM WA TER POLLUTION CONTROL IEIN 7 L ale uN i °� �� 4 OVER 12" DEEP D.G. FILTER BLANKET
SHALL NO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. - ti - - 11 - F� �� l - - - - �`° - 458k 8. 122 SF BIO-FILTRATION BASIN WITH IMPERMEABLE LINER AT THE BOTTOM PER DETAIL F ON
EP 1 g L 10 WL 163.30 3 �% o ho � oo h N75'3615 E 225.00 (N75 35 05 E 225.00) )0) � �o o �o o _ X X WOOD FENCE SHEET 3
19. CONCRETE FLOOR SLABS SHOULD BE A MINIMUM 4 INCHES THICK AND REINFORCED ME �o�' 1 4 -^ �`�
WITH N0, 3 BARS SPACED A MAXIMUM OF 24 INCHES ON CENTERS, BOTH WAYS `L -� BTM 160.13 �� '�`° "�' �� �'' '`�h. T� 9. PRIVATE 6" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR-35). SLOPE 19 MIN.
ALTERNATIVELY, THE STRUCTURAL ENGINEER MAY RECOMMEND THE USE OF PREFABRICATED ��`�� �� �� N �r�R �, ��`° �'��° �v��� 7 WALL 7 ���� ��'�� 11 11 10. 6" PERFORATED STORM DRAIN PIPE OVERFLOW OUTLET PIPE SPREADER LAID LEVEL AND
WELDED WIRE MESH FOR SLAB REINFORCEMENT. FOR THIS CONDITION, THE WELDED WIRE g o 4 0 0
o c5` 11 11 CONSTRUCTED TO OUTLET IN A SHEET FLOW MANNER. END CAPS SHALL BE GLUED
MESH SHOULD BE OF SHEET TYPE (NOT ROLLED) AND SHOULD CONSIST OF 6X6/W2.9XW2.9 I o s
WWF (PER THE WIRE REINFORCEMENT INSTITUTE, WRI, DESIGNATION) OR HEAVIER. ALL SLAB 2.00' 11. PRIVATE 6" DIA. STORM DRAIN PIPE PER (SDRSD-35) PIPE MIN. lq SLOPE
REINFORCEMENT SHOULD BE PROPERLY SUPPORTED TO ENSURE THE DESIRED PLACEMENT 17NG 12. PRIVATE 4" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR-35) SLOPE lq MIN
NEAR MID -DEPTH REFER TO SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS EXlS
P FABLE PAVERS RESIDENCE � UTILITIES
20. LIVING AREA CONCRETE FLOOR SLABS AND AREAS TO RECEIVE MOISTURE SENSITIVE W DRIVEWAY\� (�O 1. NEW SEPTIC TANK DESIGN BY OTHERS
FLOOR COVERING SHOULD BE UNDERLAIN WITH A MOISTURE VAPOR RETARDER CONSISTING CAUnaW NOTE.• �\ v .OF A MINIMUM 10-M1L- THICK POL YETHYLENE OR POL YOLEFIN MEMBRANE THA T MEETS THE 3PERMISSION TO GRADE FOR THE CONSTRUCTION OF PN. 25111-J70-OJ 2. NEW SEPTIC TIGHT LINE DESIGN BY OTHERS
MINIMUM REQUIREMENTS OF ASTM E96 AND ASTM E1745 FOR VAPOR RETARDERS (SUCH AS I o. UALIAES LINES PAS9'NG IHROVIQ�I Q� 3. NEW SEEPAGE PIT DESIGN BY OTHERS
AC PAVE Q T IHIS AREA. LIANIRACT(aR TU LOCAIE THE RETAINING WALL FOR THE Bl0-BASIN PER
HUSKY YELLOW GUARD-, STEGOf WRAP, OR EQUIVALENT). ALL LAPS WITHIN THE LETTER OF PERMISSION BY THE OWNERS OF APN.• \� 4. DISTRICT TO INSTALL 1" COPPER WATER LATERAL AND DUAL METER PER WS-09.
E UALI71ES PR/AR TO 6RADING AND
MEMBRANE SHOULD BE SEALED, AND A T LEAST 2 INCH S OF CLEAN SAND SHOULD BE o CANSIRUCIIAN A� NO -BASIN 254-370-03 DATED J1512020, 0 4" FOR DOMESTIC AND 1 " FOR FIRE SPRINKLER AT OWNER'S EXPENSE
PLACED OVER THE MEMBRANE TO PROMOTE UNIFORM CURING OF THE CONCRETE. TO
REDUCE THE POTENTIAL FOR PUNCTURES, THE MEMBRANE SHOULD BE PLACED ON A PAD o ABBREVIATIONS'
SURFACE THAT HAS BEEN GRADED SMOOTH WITHOUT ANY SHARP PROTRUSIONS IF A Q BW,• BOTTOM OF WALL
SMOOTH SURFACE CANNOT BE ACHIEVED BY GRADING, CONSIDERATION SHOULD BE GIVEN TO o CB. CATCH BASIN
LOWERING THE PAD FINISHED GRADE AN ADDITIONAL INCH AND THEN PLACING A I FG: FINISH GRADE
1-INCH-THICK LEVELING COURSE OF SAND ACROSS THE PAD SURFACE PRIOR TO THE Q Ep FL: FLOW LINE
PLACEMENT OF THE MEMBRANE. REFER TO SOIL REPORT FOR ADDITIONAL I 11� HP. HIGH POINT
RECOMMENDATIONS
o IE.• INVERT ELEVATION
� �
TG.• TOP OF GRATE
21. ALL EXTERIOR CONCRETE FLA TWORK HA VING THEIR LARGEST PLAN- VIEW PANEL 162�5 I TW TOP OF WALL
DIMENSION EXCEEDING 5 FEET SHOULD BE REINFORCED WITH A MINIMUM OF NO. 3 BARS E7' QRpFESS/O/V
SPACED 24 INCHES ON CENTERS, BOTH WA Y5. AL TERNA TI VEL Y, THE SLAB REINFORCEMENT
MAY CONSIST OF WELDED WIRE MESH OF THE SHEET TYPE (NOT ROLLED) WITH
6X6/W1.4XW1.4 DESIGNA TION IN ACCORDANCE WI TH THE WIRE REINFORCEMENT INSTI TOTE
(WRI). THE REINFORCEMENT SHOULD BE PROPERLY POSITIONED NEAR THE MIDDLE OF THE w No. 44173
SLABS. TO REDUCE THE POTENTIAL OF UNSIGHTLY CRACKING, CONCRETE WALKWAYS,
PATIO - TYPE SLABS, LARGE DECORATIVE SLABS AND CONCRETE SUBSLABS TO BE COVERED 06-30-21
WITH DECORATIVE PAVERS SHOULD BE AT LEAST 4 INCHES THICK AND PROVIDED WITH C I V 1 \-
CONSTRUCTION JOINTS OR EXPANSION JOINTS EVERY 6 FEET OR LESS PRI VA TE DRIVEWAYS 9TF OF CA1 �Fp��
THA T WILL BE DESIGNED FOR THE USE OF PASSENGER CARS FOR ACCESS TO PRI VA TE R/W
GARAGES SHOULD ALSO BE AT LEAST 5 INCHES THICK AND PROVIDED WITH CONSTRUCTION
JOINTS OR EXPANSION JOINTS EVERY 10 FEET OR LESS REFER TO SOIL REPORT FOR E01 US A VENUE 10 5 0 10 20
ADDITIONAL RECOMMENDA TIONS
25.0'
22. SURFACE WATER SHALL DRAIN AWAY FROM BUILDINGS THE GRADE SHALL FALL A 111.2' z
MINIMUM OF 6" WITHIN THE FIRST 10 FEET AND 29 THEREAFTER. --- --- SCALE: 1" = 10'
24" MIN., U.N.O. 6"X16" PCC FLUSH CURB Q 8. 0' 3.7'
VOID FILLER - 1/8 OR DEEPENED G-1 CURB
o GRASS OR TURF LINED OPTION OVER TO 3/8" (NO. 8) NEW % \ 0 2. 1' WIDE AC PAVEMENT
ANCHORS (TYP) LANDLOK TURF REINFORCEMENT (WHERE OCCURS) \ � STREET WIDENING (MIN 4" AC
x z AGGREGA TE IN VOIDS �, o »
Q WHERE SLOPE EXCEEDS 5% - ---- \ z I � OVER 6 CLASS BASE It COURSE) XSll1NG GRADE R W
BEDDING COURSE - 2 „____-_ XI I o lc / 20. 00'
THICK OF1 8" TO 3 8" NO. 8 CITY APPROVED PERVIOUS PROTECT EXISTING \ z DEEP ROOTED DENSE DROUGHT
„ T T T T T 6O
/ 1 / AGGREGA TE PA VERS W/ MIN. 3/8 VOID r a ,\�\\�\\�\\�\\ AC AND BASE \ 3 i'� 6 = I I ' '
2 I I Q 6� TOLERANT PLANTING SUITABLE
//// 1 MAX. \�� ° w ° ° � IN -PLACE VARIES \ j VARIES VARIES �- 6 ' I - FOR WELL DRAINED SOIL 7
VA lES • • 2 HARDWOOD
I III ///IIIII 111111�I1�\\\) 1 I CHOKER COURSE - 4„ 2 ° ° \/\\/\\/\\/\\� 1 I�,r ss,�
I ° �6 MULCH 7 l�
4» III II - THICK OF3/8 TO 1/2 a JA,
7 �6(NO. 57) CRUSHED ROCK \ \ \ \ 1' ''
\\\\I 01 ' 0.50WL 162.30
MIN. 6" THICK °\\\\•.=TTFG 162.47 1
3�
ED ROCK 6%\\%\\%\\%\\\ i i i i i i BW 160.0 12 Bl�
CRUSH / / / / �/ III =III =III =III =III - " " I PERMEABLE PA VERS PER DETAIL C AND BASE PER-_ I I 12 M/N �6p� o \/\\/\\/\\/� 6 WIDE x 16 SOILS ENGINEER RECOMMENDATIONS BASED ON R I I ' 6 WIDE x 22 II 12
/\/\/\/\ DEEP PCC FLUSH I I DEEP PCC CURB 1 �' o
CURB I VALUE TESTS. 0.66' 17.66' 0 z o
� � ��,
NOTES SOIL SUBGRADE/\/\//\//\//\//\//\//\//\//�\/�/\//\//\//\//\//\//��/ "' � g
1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL.\//\\//\\//\\//\�//�\//\\��\ �\ //�\//i\//i\/� INDICA TES ELEVATION �» " z
��� PER PLAN 12 DEEP OF 4 CRUSHED ROCK CHOKER COURSE 2 THICK OF
2. FOR GRASS OR TURF OPTION, INSTALL LANDLOK TRY 450 1/8" TO 3/8" (NO. 8) AGGREGATE w
TYPICAL VEGETATED DRAINAGE SWALE TURF REINFORCEMENT MAT. PERMEABLE PA I/ER DETAIL WITH CONCRETE EDGES PA I/ER STREET CROSS SECTION Bl0-RETENTION BASIN DETAIL Z
__
NO SCALEA NOTES.• NTS > z
SCALE=1"=2' C SCALE-1 -5' D z '
-ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) *BYO -RETENTION 'ENGINEERED SOIL LAYER SHALL BE MINIMUM 12" DEEP -SANDY LOAM SOIL MIX C
WI
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED TH NO MORE THAN 5Z CLAY CONTENT USE BIO 65 SOIL MIX THE EFFECTIVE AREA OF THE
BASIN SHALL BE LEVEL
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE Z; W
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
-SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED
D BY -BY- CHECKED
NED BY.• DRAWN KE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILTAPPROVALS DESIGAo DRAWN KE ENGINEERING DI VISION A PPRO VA L S C/TYOFENCINITAS-DE VEL OPMEN T SER VICES DEPA R TMEN T DRAW/NO NO.
VLS
CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO, DATE PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR.
RECOMME ED APPROVED: 1327 EOL US A VENUE
1024 STATION NAME "134WCCS1" 25" DISK IN SIDEWALK IN PUBLIC WORKS 5-12-20 V/LLALOBOSRES/DENCE 14620'V
THE SOUTHEAST QUADRANT LEUCADIA BLVD. AND ORPHEUS VINCENT L SAMPO DATE PLANNING DATE : �ciwaW I% �rsr ew
AVENUE, 37' EASTERL Y OF TRAFFIC SIGNAL. REVIEWER R.C.E. NO.: 44173 STE EDWARD J. WIMMER APN.• 254.370.02
DA TUM.• NA VD88 ELEVA TION: 178. 543' VINCENT L. SAMPO - 5�20�20
SENIOR ENGINEER DATE INSPECTOR ENGINEER OF WORK EXP. 6/30/21 DATE DATE PLANNING CASE NO. 18-212 DR/COP, MULTI-003269-2019, DR-003270-2019, AND CDP-002742-2019 SHEET2OF3
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CONSTRUCTIONItiOTES: i KEY NOTES
1. THE EXISTING TOPOGRAPHY AND BOUNDARY SHOWN HEREON BY SAMPO ENGINEERING, I DEMOLISH/PROTECT IN -PLACE O
INC. DATED 8124118 1. DEMOLISH PLANTER BOX
2. A PRELIMINARY TITLE REPORT WAS PREPARED BY FIRST AMERICA TITLE COMPANY DATED 2. DEMOLISH BUSHES
JULY 30, 2018 AS ORDER NO. DIV-5752040. SAID REPORT HAS BEEN REVIEWED AND ONE I 3. DEMOLISH TREE
EXISTING EASEMENT HAS BEEN FOUND AND PLOTTED HEREON: I 4. PROTECT GAS METER
A4AN EXISTING EASEMENT FOR UTILITY AND INCIDENTAL PURPOSES IN THE DOC 5. PROTECT TREE IN -PLACE N0. RECORDED DECEMBER 23, 1960 AS INSTRUMENT NO. 247436 OF OR. 16 3,9 EP �� 6. PROTECT BUILDING IN -PLACE
AIIN: 254-J70-r7. PROTECT WALL IN -PLACE
J. EXISTING AND PROPOSED OVERHEAD UTILITY SERVICE LINES TO THE PROPERTY SHALL \ I HOLD CITY HARMLESS FOR DRAINAGE ENCROACHMENT MAINTENANCE AND 8. PROTECT CONCRETE IN -PLACE
BE INSTALLED UNDERGROUND. COORDINATION WITH SDG&E SHALL BE DONE BY OWNER OR AC PAVEMENT I I I AGREEMENT REMOVAL AGREEMENT
ARCHITECT.
,9. PROTECT AC PAVEMENT IN -PLACE
RECORDED 2020 RECORDED ,2020
4. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED \ I AS A DOC. NO.. 2020- AS DOC. NO 2020- /� 10. PROTECT WATER METER IN -PLACE AND ADJUST WATER METER BOX TO GRADE AS NEEDED
LAND SURVEYOR AND A CORNER RECORD SHALL BE FILED WITH THE COUNTY PRIOR TO \ OF OFFICIAL RECORDS. OF OFFICIAL RECORDS. M7-I P IJJJ QP 11. PROTECT WOOD FENCE IN -PLACE
RELEASE OF OCCUPANCY. \ 12. REMOVE AND RELOCATE EXISRNG SIGN
5. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC 13. PROTECT FIRE HYDRANT
RIGHT-OF-WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED TO I / 1 8 /�� I of 14. PROTECT WATER VALVE
SATISFACTION OF THE CITY ENGINEER. 4 R 3 I \ '� �' COVER 12 DIA \f �� I �I
EXISANG 25 EASEME T VAL I CURB ip WOOD FENCE �'' o '� TREES I I NEW IMPROVEMENTS El
6. ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE, CONTRACTOR TO VERIFY I GIN DAYLIGHT LINE o �, 6 �o ,� BOX 5 7 I
HORIZONTAL LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTING NEW IMPROVEMENTS FOR ROAD PURPOS S �� C 16q 00 WOOD FENCE 7 �o' �o y> 6 WI 161.80 / I I 1. NEW RESIDENCE PER ARCHITECTS PLAN
I T 163 50 60 0 o EXIST. BLDG. ° 8 ) I I ( 7 / / �/� I
4'0 SUBDRAIN PIPE I S Qk \ ti`U 16�6rk9 `� N7536'15°E 225.00' N75351051E 225.00) W LL `� 3615E 225.00 (N753505E 007 BTU 157.E 2. NEW GARAGE PER ARCHITECTS PLAN
7. APPROVED NUMBERS ANDVOR ADRESSED SHALL BE PLACED ON ALL NEW AND EXISTING 16 _ IEDUT I - ti - 2 - -� - -I J. PERMEABLE PAVER DRIVEWAY BY UNI-ECO STONE PER DETAIL B OR APPROVED EQUAL.
BUILDINGS AND AT APPROPRIATE ADDITIONAL LOCATIONS AS TO BE PLAINLY VISIBLE AND �JBEP \ C I oh. 00' �o err �^�oo l T I I I 1 4. WOOD STAIRS ABOVE GRADE PER ARCHITECTS PLAN
LEGIBLE FROM THE STREET OR ROADWAY FRONTING THE PROPERTY FROM EITHER DIRECTION �6� AD 2.1 AD AD 2.•1 AD °` so w h h
OF APPROACH. 163.43 _ su SUB s q �� v �' tih ' 20 DIA l i 10.0 I I I I I I I 5. CONCRETE MASONRY RETAINING WALL PER SDRSD C-1
� I ' I 6. PERMEABLE PAVER PATIO BY UNl-ECO STONE PER DETAIL 'B" OR APPROVED EQUAL
TREE l l SYSB I I
8. THE DEVELOPER SHALL INSTALL THE WATER SYSTEM ACCORDING TO WATER AGENCIES, 9 12 �6,DlR fP fP \FP BBQ \ 3 �1 �9 (iS // / / / / I I I I I I DIRT 7. CONCRETE MASONRY RETAINING WALL PER SDRSD C-4
(WAS) STANDARDS C _ SUB ti f 10
Lw B 12 L IoL 1 3- 3.00' g /- / /- / / -I I - I I I I 8. 6" WIDE BY 16" DEEP PCC FLUSH CURB PER DETAIL
9. NO OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION ALL ROADWAYS SHALL BE 12 O `o I �- L `N 1 - -1"- k I� I 1 I I 9. 3 WIDE BY 6 HIGH WEIR CUT OUT OF TOP WALL FOR DRAINAGE BOTTOM OF WEIR 0 FLOW LINE
25.0 164.91 ROOF LINE F� '� HB I L L F Tw 0 / / 1�g.4 I I I i "
MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, 4 �- I ti / �`� 62. SUB SUB- _ 7 I I I I
�' 1-L L I I 12 0 / L L � 5 FG 6 I I I I I k I 10. SPA PER SEPARA TE PERMIT
INCLUDING THE PARKING OF VEHICLES IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE �LLL ¢ GRASS FYSB � � 1 \ 19 1 / / L L L 7 11 I I I 1�2.4 I ' I l 6 ;- SPA B oo ,� _�) ,� I I I I I I I I I 11. 5' HIGH WOOD FENCE AND GATE PER ARCHITECTS PLAN
AND THE ENCINITAS FIRE DEPARTMENT. W L SUB 2 \ I\ \ I 1 / / L I I I I I
�� � L L10 L L 1 162 g� /Farr 157.00 I I I I I I I I I 12 f2' WIDE AC PAVEMENT STREET WIDENING MIN 4" AC OVER 6" CLASS Il BASE COURSE
10. ALL ON -SITE STORM DRAIN DRAINAGE SWALES AND BMP AREAS ARE PRIVATE AND L L 12 ✓ aa I I I l I `� o
Q 2 00' I �� PLANTERS F LINE 1 o / / 1 LI��L L 1 6�� a �, ^ o o' �13. 8.5 WIDE X 19 LONG PARKING SPOT PER ARCHITECTS PLAN
SHALL BE MAINTAINED BY THE PROPERTY OWNER. o ans / / L�LL�L�L / Go `��' �� ^ ^ , I ,x
�, / o / - L L L I o 14. CONDENSER PAD
11. WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING 3 L� L �- - - - ` - - -I / / / L� L LPLANTER 16� ,� h I I I I I I I I I I I I I 115. COLUMN PER ARCHITECTS PLAN
R o DIRT n �• '� k
GRADES AND SOIL ENGINEER RECOMMENDA TIONS SOIL ENGINEER SHALL DETERMINE FINAL L �6 �° I l ` L� �� I I I I I �� I I 13
WALL FOOTING DEPTHS ^� 1� o /A I '� I 016. DEEPENED FOOTING WALL
N L� L ��. I i h �0 �� a / / / I PLANTER ENO 164.3 I I LBW .2 / / I I I I OPEN SPACE EASEMENT GRANTED TO I 25.0 I I
24' MIN Ll `� o `'' I / / / 16 TW 62•g) I I I I I I I I THE CITY OF ENCINITAS PER DOCUME- I RYSB I I I � 17. CONCRETE MASONRY RETAINING WALL PER SDRSD C-6
12. STORM DRAIN PIPES SHALL NOT BE CONNECTED TO SUB DRAIN PIPES 163.07 1� 2 \ o / / / I (FG 1 I I I DAYLIGHT LINE I I I I I a 18. CONCRETE MASONRY RETAINING WALL PER SDRSD C-3
PLANTER jq I I ` I 1 i I NO 2020= �- „
/ // I I I MULCH l I I I I RECORDED I I I I 119. 7 WIDE X 25 LONG PERMEABLE PAVER PARKING SPOT PER DETAIL B
13. ROOF DOWNSPOUTS TO BE DISCHARGED INTO BIO-RETENTION BASIN AREAS PRIOR TO 1 6� L $ L L L L L L 6 L �� 6�� ° 2 1 /
DISCHARGE TO THE SATISFACTION OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED 1 L L LL LL L I� L �o / / / / I I I I I I I I I I IOF OFFIC/A I I I I / 120. 12" WIDE X 4" HIGH AC BERM TO MATCH EXISTING STREET FLOW LINE
TO POND ON SI TE AND SHALL NOT DRAIN TOWARD BUILDING FOUNDA TONS SLOPE A 1 L I - L bL L L, 13 I' L / / 1 I 1 U.1 I I I I L RECORDS I I 3
°3 L L L L L L L rnLl NEW GARAGE o� / APN: 254-J70--02 I , I I I I )' I 1 g I q k I I o 21. CONCRETE MASONRY RETAINING WALL PER SDRSD C-5
EMINIMUM NGINEERNF 2q AWA Y FROM BUILDINGS, UNLESS INDICATED OTHERWISE BY THE SOIL 1 o L L L Ir L L �o / I I I � 9 • I 1 \ \ 11 1 PAD 164.3 NEW RESIDENCE \ I I I k 1 0 N »
1 � 3 I I ,� I I I 1151 I / I I I I 22. 1.3 WIDE BY 6 HIGH WEIR CUT OUT OF TOP WALL FOR DRAINAGE BOTTOM OF WEIR 0 FLOW LINE
� 8 L� l.� L L --- -- OS / fF 165.00 � v I I I I I I I I I \ 1 I I I / I I I� ELEV. 161.80
14. THE SEPTIC SYSTEM SHALL BE APPROVED BY THE COUNTY DEH PRIOR TO PERMIT z L ILLL 1 SEWER POC I PAD 164.4 �, 0 1 I I I I I I I I I W
ISSUANCE. 12 L_ L r L L3 L L L 2 8 L I / / I �_ I I I I I 1 \ 1 I I I/ I I I STORM DRAIN /WA TER QUALITY O
LLLi L L LLrLL L I L L I Ilo V I I I I I I \ \ I I I »
/ I � � I I I I I I
EW PA VEMENT L L _ L ! L L O c, I ° / I 1. PRI VA TE 4 DIA. STORM DRAIN PIPE PER (SDR-35) PIPE 0 MIN. 1% SLOPE
15. THE DEVELOPER SHALL OBTAIN A GRADING PERMIT PRIOR TO THE COMMENCEMENT OF 2 13 I o I / HH BOX, p I I I I k\ \ 10 DIA I I I I I
WIDENING � L 6' � N �' lL � �� \ �Q � • _, I I 2. PRIVATE 12" X 12" CATCH BASIN BY 'NOS' OR APPROVED EQUAL
L L L Z Lam°--�L L� AND PIPE �o ROOF LINE �O Q ` _ II II i 115 I 11 1REEJ 1 $ k I I I ANY CLEARING OR GRADING OF THE SITE. I' o� o L L L 1 L L `� 6 h' 1 °c ' I I
o- �� 2 �, �• DG PATH I V I I I
- Z % 1 1 19 PLA �0 8. I DS 14 - I I I I - / I 4
16. NO GRADING SHALL OCCUR OUT THE LIMITS OF THE PROJECT UNLESS A LETTER OF 162.97 I L - - - N I 4. 160 SF B/0-RETENTION BASIN PER DETAIL D AND E
PERMISSION IS OBTAINED FROM THE OWNERS OF THE AFFECTED PROPERTIES. 9� - 8 - 11 12 LL - - - p - - D I I \ I DIRT I I I 5 i 44TL cT4QJJ QQQAl DIDC Q 9 &0 212) DIDC JQI J% noc
-16 ' 164 1 6 4 CB fib- - 0 D I I 1 / I ,,,, �o
17. THE MODIFICATION OR REMOVAL OF THE SWPC FACILITIES WITHOUT A PERMIT FROM THE G 162 �� 12 6� 6,6 3 , '�°c I DAYLIGHT LINE I I / 5 / / j / / \ I I I I 6. 24"X24" OVERT OW CATCH BASIN WITH STEELL GRATE BY BROOKS OR APPROVED EQUAL
D FG 0 11 64.16 EE _ \ _____ 10.0 _ l l_ I __I_
CITY IS PROHIBITED.___(16294 - -- - 160-------- L -- ---FL1 - ----- --- --- - 1--I----_ _ "
7 I I SYSB - - / -\ \ \ I I 7. RIP -RAP ENERGY DISSIPA TOR PER SDRSD D-40 TYPE 1 WITH SILL USE 12 BACKING 12 THICK
18. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL 16�' i 163 LL ��0PE I CB i '\ AD 1 AD AD rr / 4 / I \ \ OVER 12" DEEP D.G. FILTER BLANKET
SHALL NO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 16 - 11 _ B k 8. 122 SF Bl0-FIL IRA TION BASIN WI TH IMPERMEABLE LINER A T THE BOTTOM PER DETAIL F ON
26jEP RATE ' o �` o 536'15°E 225.00' N7 °35'05IE 225.00' )0' ' o \ . 100D FENCE X Z
��; � I � 1 p 11L 163.30 3 � �• q c�°�' ho o,• h ( ) )• d1 �. p . ti. o y ,� WOOD FENCE SHEET 3
19. CONCRETE FLOOR SLABS SHOULD BE A MINIMUM 4 INCHES THICK AND REINFORCED I I �r�r� 4 �h �, v� �o o� h 1 h o �`� o
WITH NO. 3 BARS SPACED A MAXIMUM OF 24 INCHES ON CENTERS, BOTH WAYS I I I '��°���`�OQ BTM 160.13 �� �h��oh� co�h^� WOOD FENCE C� soh WOOD FENCE WALL �o�hh �; �o0 9. PRIVAIE 6" DIA. PERFORAIED PVC SUB -DRAIN PIPE (SDR-35). SLOPE lq MIN.
WELDED AWIRE MESH FOR THE S RSLAB UC RREINFORCEMENT.q FOR THIS MCONDIEND T TIONHE USTHE WELDED WIRE E OF PREFA BRICA TED I g 1 \ �0 0�� �? o o �� 4 �, `�0y `` 0� 7 �`00� �` lo. 6" PERFORATED STORM DRAIN PIPE OVERFLOW OUTLET PIPE SPREADER LAID LEVEL AND
o c5` 11 11 CONSTRUCTED TO OUTLET IN A SHEET FLOW MANNER. END CAPS SHALL BE GLUED
MESH SHOULD BE OF SHEET TYPE (NOT ROLLED) AND SHOULD CONSIST OF 6X6/W29XW29 II 1 o S WOOD FENCE 11. PRIVATE 6" DIA. STORM DRAIN PIPE PER (SDRSD-35) PIPE 0 MIN. 1% SLOPE
WWF PER THE WIRE REINFORCEMENT INSTITUTE, WRI, DESIGNA TION OR HEA VIER. ALL SLAB 2.00
REIN ORCEMENT SHOULD BE PROPERLY SUPPORTED TO ENSURE HE DESIRED PLACEMENT I C,\ 12. PRIVATE 4" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR-35) SLOPE 1% MIN
NEAR MID -DEPTH. REFER TO SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS I EXISTNG P UTILITIES 0
Q \ P FABLE PAVERS EX/STING
20. LIVING AREA CONCRETE FLOOR SLABS AND AREAS TO RECEIVE MOISTURE SENSITIVE II W DRIVEWAY RESIDENCE 1. NEW SEPTIC TANK DESIGN BY OTHERS
FLOOR COVERING SHOULD BE UNDERLAIN WITH A MOISTURE VAPOR RETARDER CONSISTING �gUngyi NOTE. v APN:
OF A MINIMUM 10-MIL-THICK POLYETHYLENE OR POLYOLEFIN MEMBRANE THAT MEETS THE I UIJUIIES LINES PASSING 7HROU61Y PERMISSION TO GRADE FOR THE CONSTRUCTION OF 254-570-OJ 2. NEW SEPTIC TIGHT LINE DESIGN TH OTHERS
MINIMUM REQUIREMENTS OF ASTM E96 AND ASTM E1745 FOR VAPOR RETARDERS (SUCH AS I I Q I THE Ri-TAINING WALL FOR THE 810-BASIN PER J. NEW SEEPAGE PIT DESIGN BY OTHERS
AC PAVE, NT IHIS AREA. CANIRACTI� TU LOCAIf »
HUSKY YELLOW GUAR09, STEGOR WRAP, OR EQUIVALENT). ALL LAPS WITHIN THE I �, LETTER OF PERMISSION BY THE OWNERS OFAPN.• 4. DISTRICT TO INSTALL 1 COPPER WATER LATERAL AND DUAL METER PER WS-09.
MEMBRANE SHOULD BE SEALED, AND AT LEAST 2 INCHES OF CLEAN SAND SHOULD BE / I UAUIIES PUC7 TU GWA�NG AND 3„ „
PLACED OVER THE MEMBRANE TO PROMOTE UNIFORM CURING OF THE CONCRETE. TO I / o� G'QNSIRUCIIAV GI��O-BASIN 254-170-03 DATED J1512020, O Q 4 FOR DOMESTIC AND 1 FOR FIRE SPRINKLER AT OWNERS EXPENSE
REDUCE THE POTENTIAL FOR PUNCTURES, THE MEMBRANE SHOULD BE PLACED ON A PAD o \ ABBREVIATIONS•
SURFACE THAT HAS BEEN GRADED SMOOTH WITHOUT ANY SHARP PROTRUSIONS IF A P BW,• BOTTOM OF WALL
SMOOTH SURFACE CANNOT BE ACHIEVED BY GRADING, CONSIDERATION SHOULD BE GIVEN TO o CB. CATCH BASIN
LOWERING THE PAD FINISHED GRADE AN ADDITIONAL INCH AND THEN PLACING A FG: FINISH GRADE
1-INCH-THICK LEVELING COURSE OF SAND ACROSS THE PAD SURFACE PRIOR TO THE I Q Ep FL: FLOW LINE
PLACEMENT OF THE MEMBRANE. REFER TO SOIL REPORT FOR ADDITIONAL I 11 HP. HIGH POINT
o IE.• INVERT ELEVATION
RECOMMENDATIONS � �
TO TOP OF GRATE
TW TOP OF WALL
21. ALL EXTERIOR CONCRETE FLATWORK HAVING THEIR LARGEST PLAN -VIEW PANEL 162�3SEP
00ESS/pN DIMENSION EXCEEDING 5 FEET SHOULD BE REINFORCED WITH A MINIMUM OF N0. 3 BARS
SPACED 24 INCHES ON CENTERS, BOTH WA YS AL TERNA TI VEL Y, THE SLAB REINFORCEMENT
MAY CONSIST OF WELDED WIRE MESH OF THE SHEET TYPE (NOT ROLLED) WITH
6X6/W1.4XW1.4 DESIGNA TION IN ACCORDANCE WI TH THE WIRE REINFORCEMENT INSTI TUTS o z
(WRI). THE REINFORCEMENT SHOULD BE PROPERLY POSITIONED NEAR THE MIDDLE OF THE w No. 44173 m
SLABS TO REDUCE THE POTENTIAL OF UNSIGHTLY CRACKING, CONCRETE WALKWAYS, �
PATIO - TYPE SLABS, LARGE DECORATIVE SLABS AND CONCRETE SUBSLABS TO BE COVERED 06-30-21
WITH DECORA TI VE PA VERS SHOULD BE A T LEAST 4 INCHES THICK AND PROVIDED WITH `�� C I V I \-
CONSTRUCTION JOINTS OR EXPANSION JOINTS EVERY 6 FEET OR LESS PRIVATE DRIVEWAYS'
THA T WILL BE DESIGNED FOR THE USE OF PASSENGER CARS FOR ACCESS TO PRI VA TE RAW ' OF CA1 1F
GARAGES SHOULD ALSO BE AT LEAST 5 INCHES THICK AND PROVIDED WITH CONSTRUCTION
JOINTS OR EXPANSION JOINTS EVERY 10 FEET OR LESS REFER TO SOIL REPORT FOR EOLUS AVENUE 10 5 0 10 20
ADDITIONAL RECOMMENDA TIONS.
25.0'
22. SURFACE WATER SHALL DRAIN AWAY FROM BUILDINGS THE GRADE SHALL FALL A _ fll•2' z
MINIMUM OF 6" WITHIN THE FIRST 10 FEET AND 2% THEREAFTER. '" 18 ., SCALE: 1" = 10'
24 MIN., U.N.O. 6 X16 PCC FLUSH CURB \
VOID FILLER - 1/8
OR TURF LINED OPTION OVER TO 3/8" (N0. 8) OR DEEPENED G-1 CURB NEW--;, \ 0 1' WIDE AC PAVEMENT
ANCHORS (T)P.) DLOK TURF REINFORCEMENT (WHERE OCCURS) \ � ST ET WIDENING (MIN 4" AC 3-4" DIA HOLES
� z AGGREGATE IN VOIDS �, ,o »
Q WHERE SLOPE EXCEEDS 59 _ z , W OVER 6 CLASS BASE II COURSE)
BEDDING COURSE - 2 -------------- \ J I �, lc XSIIING GRADE DRILLED THROUGH THE R/W 20.00'
THICK OFl 8 TO 3 8 N0. 8 CITY APPROVED PERVIOUS PROTECT EXISTING z �� DEEP ROOTED DENSE DROUGHT
/ " / " ( ) �- AC PAVEMENT \ �� �06 BASIN WALL
2 = AGGREGATE PAVERS W/MIN. 3/8 VOID a I' a ,\/\\/\\/\\/\\� AND BASE \ Q �W �6� - =I I FOR OVERFLOW 9 TOLERANT �LANTIN� SUITABLE
\ - /\/\/\/\/ IN -PLACE \ i 6 2 _
1 MAX. \\ =III = I _ VARIES \ VARIES VARIES Vq ' - I % 2" HARDWOOD FOR WELL DRAINED SOIL
THICK OF3 8'CHOKER COURSE 1 2" 2 a a < %\\%\\%\\%\\j� J j 1 _ 7 �6�o MULCH �160
/ / O
4 I III=I I - =III=III=III=III-
(N0. 57) CRUSHED ROCK 4 /\\/\\/\\/\\/� I ', 0.50' WL 163.30
° \//\\//\\//\\//\\��TT-I ITTI ITS �1i-� �s1- ' ..• 0.1 FG 162.47
=III=III=III=III=II I I _=III=III=III=I I I MIN OF 3I CK 6" „
\/\\/\\/\\/\\ -III=III=III=III=III-III-III " I =I I =I I =I I =I I =I 12
I=III=III=III=III=III I=I I I=I I I=III-III- CRUSHED ROCK //j//j//j//jam �_� =1 1 I=I I 1=1 I I- ' ' ' ' 'x'- I I PERMEABLE PAVERS PER DETAIL 'C' AND BASE PER- 1= I ' BW 160.0 12" MIN By,�6o
\ \ \ \ \ I I J SOILS ENGINEER RECOMMENDA TIONS BASED ON R -' 6 WIDE x 22 I 12 12 N
I -I I I=I I M I I -I I I I I I -I I I=I I I=I I I -I I // / / / / / / / / / / //\\//\\//\\//\ VALUE TESTS -I I DEEP PCC CURB 0.66'1 ^ 0 z
\\// I 17ss o
I -III- NOTES SOIL SUBGRADE\\%\\%/\\%/\\%/\\%/\\%/\\/\\���\���\/��\�/�\//i\//i\//�\\/ INDICATES ELEVATION CHOKER COURSE 2" THICK OF Zzs
1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. ��//\//\// //�/i� 12 DEEP OF CRUSHED ROCK
�\ ,�\ ��\ . PER PLAN <, a
FOR GRASS OR TURF OPTION, INSTALL LANDLOK TRY 450 1/8 TO 3/8 (NO.. 8) AGGREGATE w
TYPICAL VEGET D DRAINAGE SWALE RF REINFORCEMENT MAT PERMEABLE PA VER DETAIL WITH CONCRETE EDGES PA VER STREET CROSS SECTION Bl0-RETENTION BASIN DETAIL Z N
NO SCALEA NOTES.• NTS
SCALE=1 "2' SCALE=1 =5' D > z
-ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) *BIO-RETENTON `ENGINEERED SOIL LAYER SHALL BE MINIMUM 12" DEEP`SANDY LOAM SOIL MIX ;,; a�
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED WITH NO MORE THAN 5% CLAY CONTENT. USE BIO 65 SOIL MIX THE EFFECTIVE AREA OF THE
BASIN SHALL BE LEVEL -
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DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE : 5-12-20
R. C.E. NO.: 44173
ENGNEER OF W RK EXP. 6f30f21
RECOMMENDED: APPROVED:
STEEE NOWAK EDWARD J. WIMMER
DATE DATE
EROSION CONTROL PLAN FOR.
1327 EOL US A VENUE
VILLA LOBOS RESIDENCE
APN.• 254-370-02
PLANNING CASE NO: 18-212 DR/CDP, MULTI-003269-2019, DR-003270-2019, AND CDP-002742-2019
-
14620 G
PUBLIC WORKS
VINCENT L SAMPO DATE
PLANNING
REVIEWER
SHEET2B OF
SENIOR ENGINEER DATE
INSPECTOR