2018-14129 G (Plans)R/GHTOFWAYNOTE
OVER 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 NOTCE AND DOUBLE PERMIT FEES IT IS THE
RESPONSIBILITY OF THE ONTIER TO KNOW WfIERE HIS/HER PROPERTY LINE IS.
DRA/NAGENOTE
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.
UIXITYNOTE
ALL UTILIRES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WHH THESE PLANS THE STANDARD SPEOFICA77ONS FOR PUBLIC WORKS CONS7RUCRON,
THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAMNGS 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 DESIGN RECOMMENDATIONS FOR PROPOSED GREENHOUSE, 441 SAXONY
ROAD, ENCINITAS, CALIFORNIA" DATED DECEMBER 21, 2018 AND "INRL IRA RON FEASIBILITY LETTER, BIORL IRA YON BASIN FOR PROPOSED
AALS RG SL BIIACORDACTHECODARSPCONSIDERED CAEDI SP N L AON L E Y6W N ACCORDANCE CALIFORNIA" MMENPONA D S CONTAINED IN REPORTS.
3 SEPARATE APPROVALS AND PERMITS FOR ANY CONSIRUC77ON WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN
CONJUNCTION NiTH IMPROVEMENT PLANS
4. NRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFS17E 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 NINICH IS DISTURBED OR DESTROYED SHALL BE
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
7 THE CONNACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE
FOR CONFORMING TO ALL LOCAL, SPATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULARONS
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/ jg MILE OF A SiRUC711RE FOR HUMAN OCCUPANCY SHALL NOT BE
CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7 30 A.M. NN 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 COMRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION
MEETING SHALL BE SCHEDULED KITH 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.
ii. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
RELEASE OF SECURITY, AN OAS GRADED CERTIRCARON° SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0. 14129 -G HAS
BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE MTH 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 COMPLERON 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 RNISHED NORK ON THE S17E 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 RLLED SHALL BE PREPARED TO BE TILLED AND FILL SHALL BE PLACED IN ACCORDANCE W1771 STANDARD
SPECIFICATION. ALL VEGETABLE MATTER AND OBJECRONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON WHICH THE TILL IS TO BE PLACED. LOO SE FILL AND ALLUV]AL 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 CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIRCARONS
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 CON9I770N. 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 NTH 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 NTH A NEAT AND RNISHED APPEARANCE FREE FROM
UNSIGHTLY DEBRIS, OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR
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 CONSTRUCTON UNLESS SPECIFICALLY APPROVED 07HERMSE. 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 7REE CANOPY PROJECTION ON THE GROUND)). IF A CITY 7R E IS NOT CLEARLY LABELED TO BE
REMOVED IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT NTH A CITY TREE, IT MUST NOT BE
DISiURBE•D 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 EVALUARON OF THE SIGNIFICANCE OF SUCH RESOURCES THE PROICT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT
SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCES
SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST HISTORIAN OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPEE
SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, b? NA77VE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES
DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING
ACi14RES 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 ACIRl9TY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL
IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFTICE 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
CORONER HAS MADE E NECE�ARYAFINDINGS CULTURALLY O�ORIGIN AND �DSPOS77 NNP RS AT AMERICAN ULI MONITOR, SO RCES CODER 5097.98. IF
SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE
DISCOVERY SO THAT THE AREA NOULD BE PROTECTED (AS DETERMINED BY THE QUALIRED ARCHAEOLOGIST AND /OR THE TCA NATIVE
AMERICAN MONITOR), AND CONSULTATION AND TREATMENj COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW
THE CORONER LD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR 0
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 (9N PLACE' OR IN A SECURE LOCATION IN CLOSE
PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF 771E REMAINS SHALL ONLY U eUR ON -SITE IN THE PRESENCE OF THE
TCA NATIVE AMERICAN MONITOR.
IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DEMPSEY SAWYER AT (760) 707 -9897, 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 SHE 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 NORKING ORDER TO THE SATISFACRON 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 POTENRALLY 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 H RAINFALL.
STORMWATERPOLLUTIONCONTROL POSTCONSTRUCTIONBMPIIMPNOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL
DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC
STORM DRAIN SYSTEM
2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT
FROM THE CITY.
J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND /OR TO 77JRF OR LANDSCAPED AREAS
WiTH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
BMPIIIMP FACILITY AND /OR THE 7URF/LANDSCAPLD 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 IMPAMP.
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 ADDIRONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR
THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8 ALL EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY NTH STORM WATER BEST MANAGEMENT PRAC77CE
REQUIREMENTS THE 7RASH ENCLOSURES SHALL HAVE AN IMPERVIOUS NON- COMBUSTIBLE ROOF THAT NtL NOT ALLOW RAIN WATER TO
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED MIEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL
OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSiER 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 HAKE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL
/ GREASE
SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY
SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS
STRUCTURE.
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSP7117F 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, 1.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL
BE FIELD WRYIED. 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 AGENCES' STANDARDS COMMITTEE (WASC) STANDARDS LF FACL17/£S DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED
TO CURRENT STANDARDS AT THE OWNERS EXPENSE.
4 � I � I l / I /T x.71 Lim !G I G'/ L I G'L �7T , ! L 8 ! 6 �t i I �ll C9 �� Y L ► l L9�7 , 79 � i7 � I: 7 •11 / � iI �7t1 f'I • ► l � �Y �: � ! LEI l G11
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN RRE 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 STALE LAW ASSEMBLY BILL AB- 195315 REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF
ALL POTABLE WATER SYSTEM EFFECRVE JANUARY 1, 2010. IN COMPLIANCE NTH 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.
STORMWA TER POLLUTION CONTROL BMPNOTESRELA 77VE TO CONSTRUC77ONACTIWTIES
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 RECEMNG 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 CONSTRUCTON VEHICLES PARKING VEHICLE
REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING NET WEATHER.
DIVERSION DIKES SHALL BE CONSiRUCTED 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 CONSTRUCTON 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 ACRViTTES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON-SITE CONSTRUCFIONMATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE
PRODUCTS W4IERE 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 CONS7RUCTON IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR NTH THE CITY
OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR
OWN RESPONSIBILITIES
WASTEMANAGEMENT
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 S7RIC7ZY
PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMSAIKES SHALL BE PLACED AROUND ALL DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPS17ES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED
AT ALL RMES DUMPS7ERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES NTH IMPERVIOUS ROORNG 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 MA7ERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED
OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07ZINE 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 ]RASH 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 STORMORAIN. 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.
1, THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND SNUCTURES SHOWN ON THESE PLANS HERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOW -EDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
PLANS, HOWEVER.• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY EXISTING UTLIRES OR
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION OF URL177
ES AND NOTIFICATION OF
COMMENCEMENT OF HORK.•
A. SEWERS - ENCINITAS SANITARON DISTRICT - (760) - 833 -2700
B. GAS & ELECTRIC - SDGE - (760) 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT - 1- 800 - 227 -2600
D. TELEPHONE - SBC BELL - (760) 489 -3411
E. CABLE TV - COX COMMUNICATIONS - (760) 806 -9809 X2233
2 CONTRACTOR SHALL NOTIFY THE CiTY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
PHONE: (760) 633 -2770.
J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE DN CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED
{ WTHOUT BENERT OF INSPECTION HILL BE SUBJECT TO REICRON AND REMOVAL
IMPERV/OUSAREA SUMMARY
IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 29,144 SF
IMPERVIOUS AREA AFTER CONSTRUCRON.• 18,005 SF
IMPERVIOUS AREA DECREASE 11,139 SF
IMPERVIOUS AREA NEW/REMOW AND REPLACE- 18,005 SF
STORM WATER STATEMENT
THE BIO- RL IRA RON BASIN HAS BEEN SIZED USING THE HMP SIZING FACTOR.
BIO- RL IRA 77ON AREA= 1,338 SF REQUIRED, 1,350 SF PROVIDED.
Aen 0j� Lob alsluRaly Le. 29, t i`1 Sf
PUBLIC WORKS I PLANNINGD /V /SIGN
OWNER
LF ENCINITAS PROPERTIES, LL
441 SAXONY ROAD.
ENCINITAS, CA 92024
SITEADDRESS
441 SAXONY ROAD.
ENCINITAS, CA 92024
ASSESSOR'S PARCEL NO.
256 - 330-62
LEGAL DESCRIPTION
PARCEL 1 AND 2 OF CERFRCA7E OF COMPLIANCE RECORDED JULY 18 2000 AS
FILE N0. 2000 - 0399848 OF OFFICIAL RECORDS
OWNER'S CERTIFICATE
LEGEND
PROPERTY BOUNDARY
PROPERTY LINE/RIGHT OF WAY
SETBACK LINE
EASEMENT LINE
DAYLIGHT LINE
EXISTING CONTOUR
EXISTING ELEVATION
NEW CONTOUR
NEW ELEVATION
DRAINAGE SWALE
DIRECTION OF FLOW
CONCRETE PAVEMENT
BYO- FILTRATION BASIN
I (HE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR PRIVATE CATCH BASIN
WELL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE CMU RETAINING WALL
COMPACTION AND STABILITY OF THE SITE
TRENCH RESURFACING
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFFICERS,
OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM AND AGAINST ANY AND ALL
LIABILITIES, CLAIMS, DEMANDS CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS,
INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF OR IN ANY MANNER
CONNECTED DIRECTLY OR iNDIRECRY WITH ANY ACTS OR OMISSIONS OF OVER OR OWNERS
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 WTHIN THE
PRIVATE PROPER TY OR S
PUBLIC EASEMENT
� Z
f
SIGNA7URE DAIE..d ZO
PARLEY, PRESIDENT AND CEO.
IF ENCINITA R RPES, LLC A CALIFORNIA LIM17ED LIABILITY COMPANY
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY ACCEPTED
STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
HEREIN SHALL BE IN ACCORDANCE NTH 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 17S 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 IMPROWMENTS 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
WINN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
3 2
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SIGINA1URf.• DA TE / /
Q�pFESS /O,y�
VINCENT L. SAMPO O �j L. S l
�'VF, 9TyQ�
COMPANY. SAMPO ENGINEERING, INC. No. 44173 ° z
ADDRESS: 171 SAXONY ROAD, STE.. 213 ENCINITAS CA. 92024 w
PHONE NUMBER.- (760) 436 -0660 06 -30 -21
RCE EXPIRES. • 6130119 9l C 1 V V
SOILS ENOINEER'SCERTIFICATE FOF CA��F�
1, JEFFREY A. CHANEY, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE RELD OF
APPLIED SOIL MECHANICS, HEREBY STATE THAT IT IS OUR PROFESSIONAL OPINION THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT Wi7HIN THIS S17E WAS MADE BY ME OR UNDER MY DIRECTION ON DECEMBER 21, 2018 AND MARCH 7, 2019 ONE COMPLETE
COPY OF THE SOILS REPORTS COMPILED FROM THIS STUDY, NTH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
CITY ENGINEER. FURTHERMORE, I HAKE REVIENED THESE GRADING PLANS AND IT IS OUR PROFESSIONAL OPINION THAT THE
RECOMMENDA7ONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
TONS. .-KiAi
4 UG SIGNED: *PAUL J. DERISI CEG NO.: 2536
Acnn� \CA�
,pofESSII
���.rkk��Y A. Co
SIGNED: w
EwAACHAN#7---'
' No. 2314
cc cv
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GE. 2314 s C- �EGNN�
RCE.• 46544 b_ 1
COMPANY. ADVANCED GEOTECHNICAL SOLURONS, INC.
9707 WAPLES STREET, SUITE 150
SAN DIEGO, CA 92//121
EARTHWORKDATA9) 706-1649
MAXIMUM VERTICAL DEPTH OF CUT = 3 FEET
MAXIMUM VERTICAL DEPTH OF FILL = 4.0 FEET
CUT = 894 CY
TILL = 929 CY
IMPORT= 35 CY
REMEDIAL = 777 CY (1' REMOVAL AND RECOMPACYON UNDER,
AND 5' OUTSIDE OF BUILDING AREAS)
PARKSANDRECREATION
VIII
BMP PROJEC T S TA TUS
PRIORITY HMP
PRIORITY STORMWATER 7REA7MENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE
WITH MA INTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION
CONTROL FACILITIES'
RECORDED ON
AS DOC. /-
SAN DIEGUITO WATER DISTRICT ENCIN /TAS FIRE DEPARTMENT
VICINITY MAP / �C
NOT TO SCALE Z � Zt7 02 Z•(��ZD i
DATE GN DATE SIGN DATE SIGN DATE SIGN DALDESIGNED BY DRAWN BY CHECKED BY.• CHANGE NO. DESCRIP7ION APPROVED DATE BENCHMARK AS- BU /LTAPPROVALS Ao Ao W_S ENGINEERING DIVISIONAPPROVALS CI TYOFENCI N/ TAS- DEVELOPMENTSERVICESDEPARTMENT DRAWING NO,
TNT DATE PLANS PREPARED UNDER SUPERVISION OF RECD E DE APPROVED: GRADING PLAN FOR. 441 SAXONYROAD 2.5" BRASS DISC STAMPED ENC -26 LS 7322 PUBLIC NORKS DATE . 3 220 ' PHOENIXAGRA GREENHOUSE 14129 -G
PLANNING . J DAIUM.•NAVD88 ELEVATION.• 175.189' REVIEWER 1/ '-v R.C.E. N0.: 44173 0 A EDWARD J. N1Mi fR APN,•256.330.6Z
ENCENT L. F SAMPO
WOR EXP. 6/30/21 DATE DA IL PLANNING CASE NO.• 15 -172 COP SHEET I OF4
INSPECTOR ENGINEER OF WORK
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A PRELIMINARY RTE REPORT PREPARED BY RRST AMERICAN THE COMPANY ON
AUGUST 18, 2019 AS ORDER N0. NHSC - 3529104 (Oi) WAS REVIEWED FOR EXISRNG
ON -SITE EASEMENTS SAID EASEMENTS HAVE BEEN FPLOTTED HEREON.
8 EXISTING EASEMENT GRANTED TO SAN DIEGO CONSOLIDATED GAS AND ELECTRIC
COMPANY FOR PUBLIC UTUTES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 18,
1929 IN BOOK 1590 OF DEEDS PAGE 189.
9. EXISTING EASEMENT GRANTED TO SAN DIEGO CONSOLIDATED GAS AND ELECTRIC
COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 19,
1929 IN BOOK 1604 OF DEEDS, PAGE 39.
11. EXISTING EASEMENT GRANTED TO COUNTY OF SAN DIEGO FOR PUBLIC ROAD
PURPOSES (ROAD SURVEYN0.700) AND INCIDENTAL PURPOSES, RECORDED JULY31,
1936 IN BOOK 536, PAGE 379 OE O. R.
12. EXISTING EASEMENT GRANTED TO SAN DIEGO CONSOLIDATED GAS AND ELECTRIC
COMPANY FOR PUBLIC UTLITES AND INCIDENTAL PURPOSES, RECORDED AUGUST 12,
1936 IN BOOK 548, PACE 172 OF O.R. (UNDISCLOSED fWDTH -PUBLIC UPURES)
13. EXISRNG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC UTLIRES AND INCIDENTAL PURPPOSES, RECORDED FEBRUARY 1, 19491N BOOK
3097 PAGE 377 OF O.R.
AND
15. EXISRNG EASEMENT GRANTED TO SAN DIEGUITO IRRIGABON DISIRICT FOR PUBLIC
URL/TES AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 3, 1958 IN BOOK 7240,
PAGE 258 OF O.R.
16. EXISRNG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC URLITES AND INCIDENTAL PURPPOSES RECORDED JlILY 12, 1961 AS
INSTRUMENT N0. 119086 OF O.R.(NOT PLOTTABLE).
17 EXISRNG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC URLIRES AND INCIDENTAL PURPOSES, RECORDED JUNE 21, 1963 AS
INSTRUMENT N0. 109110 OF O.R.
18. EXISRNG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC URLIRES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 24, 1966 AS
INSTRUMENT N0. 32289 OF O.R.
10. EXISRNG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC URLIRES AND INCIDENTAL PURPOSES, RECORDED APRIL 15, 1966 AS
INSTRUMENT NO. 63690 OF O.R.(QUITCLAIM EASEMENT)
21. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC UTUTES AND INCIDENTAL PURPPOSES, RECORDED APRIL 15, 1966 AS
INSTRUMENT NO. 63691 OF O.R.
22. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC UTLITES AND INCIDENTAL PURPPOSES, RECORDED JULY 1, 1966 AS
INSTRUMENT N0. 108557 OF O.R.
23. EXIS17NG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC URLIRES AND INCIDENTAL PURPPOSES, RECORDED AUGUST 21, 1967 AS
INSTRUMENT NO. 125740 OF O.R.
24. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC URLITES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 26, 1968 AS
INSTRUMENT N0. 32191 OF O.R.
25. EXIS17NG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC URLIRES AND INCIDENTAL PURPOSES RECORDED SEPTEMBER 20, 1968 AS
INSTRUMENT NO. 163570 OF O.R.
27 EXISTNG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC UPURES AND INCIDENTAL PURPOSES, RECORDED APRIL 11, 1969 AS
INSTRUMENT N0. 63002 OF O.R.
28. EXISTNG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC URLIRES AND INCIDENTAL PURPOSES RECORDED MARCH 2, 1972 AS
INSTRUMENT N0. 50948 OF O.R.
29. EXIS17NG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC URLITES AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 5, 1973 AS
INSTRUMENT N0. 73- 250772 OF O.R.
30. EXIS77NG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC UTLITES AND INCIDENTAL PURPOSES RECORDED LILY 14, 1980 AS
INSTRUMENT NO. 80- 219863 OF O.R. (NOT PLOTTABLE).
32. EXISTNG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR
PUBLIC URLIRES AND INCIDENTAL PURPOSES, RECORDED AUGUST 21, 1985 AS
INSTRUMENT N0. 85- 302279 OF O.R. (NOT PLOTTABLE).
44. EXISTNG EASEMENT GRANTED TO SAN DIEGUITO WATER DISTRICT AN IRR /GABON
DISTRICT ORGANIZED AND EXISTING UNDER BY VIRTUE OF THE LAWS OF THE STATE OF
CALIFORNIA FOR WATERLINE AND INCIDENTAL PURPOSES RECORDED FEBRUARY 5, 2013
AS INSTRUMENT N0. 2013 - 0079391 OF O.R.
45 THE RIGHTS FOR PUBLIC IN AND TO THAT PORRON OF THE HEREIN DISCRIBED
PROPERTY LYING WITHIN ROAD SURVEY 462' AS DISCLOSED BY MAP ON FILE IN THE
OFFICE OF THE COUNTY ASSESSOR OF SAN DIEGO COUNTY.
�o9Rk6ESSIpyq�
L
r ' No. 44173 z
06 -30 -21 �c
sjgTF pFICAM0``���\P
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS•BUILTAPPROVALS utsivrvru vr. uKamv rrr. vnrvV rrr. ENGINEERING DI VISION A PPRO VA L S CITY OFENCI NI TAS- DEVELOPMENTSER VICES DEPARTMENT DRAWING NO. a
A AO VLS
IN DATE PLANS PREPARED UNDER SUPERVISION OF RECOM DED: APPROVED: GRADING PLAN FOR: 441 SAXONYROAD `
25" BRASS DISC STAMPED ENC -26 L.S. 7322 PUBLIC WORKS 312/20 �� PHOEN/XAGRA GREENHOUSE 14129-6
PLANNING DATE
DATUM.•NAW88 ELEVAPON: 175.189' R.C.E. N0.: 44173 S 3^ �K 1 i NM � APN.•256- 330-62 �
REVIEWER VINCENT L. SAMPO SHEET2OF4
INSPECTOR ENGINEER OF KRK EXP. 61JO121 DATE DA PLANNING CASE N0.• 15 -172 CDP
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GUIVJMucilUIVlVUlAs., . I I t x \ DEMOLISA7PROTECTIN- -PLACE O
t i , y� , L L -L -, ` i i1 TRANS I 1 i 7 �,,' I F Y
1. THE EXlSi7NG TOPOGRAPHY AND BOUNDARY SHOWN HEREON BY ` `� �\ r - -�� f �- I 5 it w /I1� r °}j - - -- - -- j -V CCU/ Z 7` L'} �, \ 1. DEMOLISH 17.5 LF OF PRIVATE WATER LINE
BY
SAMPO ENGINEERING, INC ON 111711812 AND SUPPLEMENTARY TOPO �� ') f ` 2.8'X2.8' 4 _- - -i/ _- L (C AD
f _ "1 - 1 I A IK 6 ` �X 2 DEMOLISH t 16I LF OF EXISTING IN-PLACE
RIBBON GUTTER
3. PROTECT PCC RIBBON GUTTER IN -PLACE
2. A PRELIMINARY BRf REPORT PREPARED BY FIRST AMERICAN 7111E } ` , , ( I i f - - - - j 1 CONNECT TO -- -- - - - - -- 4. PROTECT SiEEL POLE IN
CATCH BASIN Y, . I B X I 6
COMPANY DAiED AUGUST 18, 2019 AS ORDER N0. NHSC- 3529104 06) ' l , \ , 1.3 X 1 .3' /1 TO 266.54 CONNECT70 8 f 11 ` ? 7,0 \ 11 L I 5 7 21 � I EXIS771VG WATER LINE t� 5 PROTECT ELECTRICAL UPURES IN -PLACE
WAS REl4EWED FOR EXISTING ON -SIZE EASEMENTS SAID EASEMENTS a 1 CATCH B BOTTOM 265.32 fXIS77NG WATER LINE 0• , g 2 - -- ] 1 .,,
ASIN 0 c _� n 1 -� m x I - 6. PROTECT COOLER TANK IN -PLACE
HAVE BEEN PLOTTED HEREON. SEE KEY MAP SHEET 2 FOR THE ` TC 2 BAST 12" DIA PVC PIPE 1 3 7 ; X27744 3 � 4 27912 x279,75
EASEMENT CALLOUTS TO 3 0 1 ° 7. PROTECT AC- PAVEMENT /N -PLACE
\ \ PVC Pf - I,- 263.89 2 - -- 7 t� V
12'" J PE a e 2 7 27 06 FL _ 277 r a
-. -' -,_ - T I 8. PROTECT VENT IN -PLACE
3. ANY PROPERTY MONUMENT THAT DISTURBED OR DESTROYED DURING w 1 !E„ 26 •34 - - -- cszO2 1'_: 1 - - - -- -4.5" s. PROTECT wall IN -PLACE
CONSIRUCTON IT SHALL BE REPLACED BY LICENSED LAND SURVEYOR - - -- �� 176..7 PVO DIA.
AND A CORNER RECORD SHALL BE RLED WTH 771E COUNTY PRIOR TO g > ' �_- 1 5 -- -_ "' - - -`" _
PAV I
,:� � N -" - - o� - S1 _ --h �' 1, 9 _ -$ "- T.F��= �'vtc 4 10. PROTECT GREENHOUSE TN -PLACE
RELEASE OCCUPANCY THE CONiRACrOR SHALL BEAR THESE COSTS I I ,! WALKWAY 0 �G ter, 7 �, �> 5 0•' I WAjfR 15 ti 1.16• 1 1. P d
' \ \ I � ;CN tit 1 t 11. PROTECT CONC SURFACE IN -PLACE
m9 �> s 1 x2; p� � �> `rs 4 1 0 1 POC y0" EG . 1 _ _ QG
4. BMPS SHALL BE PRIVATELY MAINTAINED AND THE FACiLIDES NOT \26718 �6as ° ✓O ( °o l - 1 ><'o ti� r�'1 ' ti1�� - 111a� DS 1 215 -- 4_4 5' 12. PROTECT VESTIBULE IN -PLACE
' (', n l Ik O 0 7 _> -1 1 75 -- ! 13. PR07ECT SEWER MAIN SEWER CLEANOUT IN -PLACE
MODIFIED OR REMOVED W4TOUT A PERMIT FROM THE CiTY. ` (/ \ I ( O I ° 7 F +�` F EG 5 1 O I STEEL /
\ I I I+ ti 0 , 271• os ( ' \ 14. REMOVE AND RELOCATE COPPER WA7ER PIPING 1' MIN. FROM THE WALL FOOTING
5. GRASS AND LANDSCAPE AREAS DESIGNA7ED FOR STORM WATER II x , ; 0 1 10 6�
POLLUDON CONTROL SHALL NOT BE MODIFIED W47HOUT A PERMIT FORM , i , i ZE &76 4 I I I 4 I 11h I ti 11 DAYLIGHT 4 27 04 EP I 15. APPROXIMATE LOCA77ON EXIS17NG 8" ACP WA7ER MAiN PR07ECT IN- PLACE. POTHOLE FOR
THE CITY / I CAU17A1 UBUTY ' FO f 2 - - } 0 LOCA710N AND DEPTH PRiOR CONSNUCBON
�� I 1
I IK 27450 8 �i x'7 85 x �
6. ALL GRADING, WALLS, UTILITY AND STORM DRAIN TRENCHING SHALL ( �� 1 ? &56 ` 1 ;' i I I I �I C D )NG ~ 1 1 1 i F� 27 66 `y ( ` 2• Z I 16. PROiECT WATER METER IN- PLACE. INSTALL METER BOX AND ADJUST TO FlNAL GRADE
BE INSPEC7fD AND APPROVED BY THE PROJECT GEOTECHNICAL 3 \ (� 9 t \ xp 1 I NI 9 1 1 I BIM 27/41 I 77. PROTECT CATCH BASIN /AREA DRAIN IN -PLACE
ENGINEERING OR HIS DESIGNATED REPRESENTA77VE \ I 2 3 ( (x2723 I 2 I P r ' 118. PROTECT BUILDING OFFICE IN -PLACE
0 4-4?5" DIA.
7. EXTERIOR CONCRETE FLAIWORK SHALL CONSIST OF 4 -INCH THICK \ \ \ II 21 �� I I 1 1 f sTEE� POLE I 19. PROlEC7 WOOD STEPS IN -PLACE
{ 2653 x 63 '
CONCRETE WITH REINFORCEMENT AS RECOMMENDED BY THE PROJECT j 3-WOO N (( ( I I �2lYiQ, I �l _ 11 1 I 4 20. PROTECT PAVER WALKWAY IN -PLACE
STRUCTURAL ENGINEER. CONTROL JOINTS PER STRUCTURAL ENGINEER. 1 I Nb• 6PA01NG S Q , \ I I Q 1 b I x278.7 * 7899 EP ¢
v 26b I 13774 1 I 21. PROTECT POWER POLE /OVERHEAD ELECTRICAL LINE IN PLACE
REFER TO SOIL REPORT FOR AD0I770NAL RECOMMENDATIONS / , x II I II I 2, 3 i 1 I 4.5"
1 X261.1 ' 2684
1 \ ,�� A I PAD 1720 II I I Q Q 1 } 1 I x EEL 22 REMOVE AND RELOCATE fXiS]7NG PRIVATE WATER LINE
8 STORM DRAIN PIPES SHALL NOT BE CONNECTED TO SUB DRAIN - -s- - I PAD ZOO i I RG I I 1 1 2,86,5 { x279 23. PROTECT PRIVAIF WATER SUB -METER IN -PLACE
PIPES i ` I I SDGfASEMfNT QUITCLAIM I Q IE 1 1 NO GRADING = 11 24. REMOVE AND SALVAGE WOOD PLANTER BOXES
l�tV I� 4 t RECORDED 08 -30-19 I I 721 I I
9. BOTTOM OF WALL ELEVA 77ONS SHOWN HEREON MAY VARY BASED ON } ( AS DOC. N0. 2019 -0374280 OF O.R. I I I '` 25. PROTECT 10" DiA CAST IRON PIPE iN -PLACE
SOIL ENGINEER RECOMMENDA170N DURING CONSTRUC710N. ( I ; I J I I p I \ ` AC PA\JEMENT �°
I ( 4j I 1 I 26. PROTECT PRIVATE WATER LINE IN PLACE
I ( ( II I I x�b�� 1 �1 1 -AUNOK F40M CN,fS nEWWROVEI�NMEI
10. SAN D/fGUITO WATER DISTRICT r0 BE NOl7FlED 48 HOURS PRIOR T0\ � � � � ' � I � pi � �; , I --� -�
START OF CONSTRUCTION. POTHOLE EXIS77NG 8 -INCH ACP WATER MAIN ( i II , I I I z I �� RPOF SHRU. I3C- I 4 -4.0 ' iA I 1. 144 W9DE X 120 LONG GREENHOUSE
FOR LOCA77ON AND DEPTH PRIOR TO THE START OF CONSTRUCTION. iii I� t 26EO_ 2660 0 r ' I 4 ` I ( I �' I 1 T
j I I�� j 0 1;277 5 I 11' 1 I LyL tE0 RNA 4 EEL P t 2. 12' WIDE X 10' LONG VESTBULE PER BUILDING PLANS
11 ALL EXISTING U1/LI11ES SHOWN HEREON ARE APPROXIMATE \ v ' ' ,1 �" ( t I %� I ti16 �yB ', 1 B R¢UfEO 1-0 4 y 3. CONCRETE RAMP PER CONSTRUCTION NOTE N0. 7
CONTRACTOR TO VERIFY HORIZONTAL LOCA710N AND ELEVA PONS PRIOR \ ' I ! II f I 1 ('" 4 l� TG 1 ?�6.� I OREf fA1110A/ ` 7
1PJ00 6 5% I
_ 4. GREENHOUSE EXHAUST FAN. PER BUILDING PLANS
TO CONS TRUC77NG NEW IMPROVEMENTS I ' ` STE 9 266.0 x2F ? I I K271.0 I I I I 6 �I iI 5 \ �lFa�l� � //��I�SIA/ ✓1./F i�Op� 4 y 5. 6' WADE X 144' LONG SCREENED LEAN. PER BUILDING PLANS
N ; 6 I 2716 f I �l¢j 6 OAYUGH�T 1 x27847 279.1 S 1 EEL. F
! 266.. �, 1 x r, DR A2A/S.iE j ( 6. WOOD RAMP ABOVE GRADE BY OTHERS
12. ROOF RUNOFF TO BE CONVEYED TO THE BIO- FILTRATION BASIN ( f 9 5 1 I 1 x 7�3 1 , > r 1 1 UNE 2,f5, a
\ �\ }t \ I I I °° 1� 212• h I I ( Q �� I 2T OO 4 7. CONCRETE STAIRS PER SDRSD M -26
THROUGH A ROOF GUTTER ATTACHED TO THE NORTHERLY FACE OF THE ' � � i , ( � 1 1• m1W 268.3 � o � 1 0 � I I I o o s . � 00 �> •o,. 0 1 1 ` � 4 ,
FG ti A I 0 s 5ti
THE GREEN HOUSE. ROOF DRAINAGE TO BE FROM WEST r0 EAST. ' 3 z ` GONG, ! h ' y 11Th h o 8. TRENCH RESURFACING PER SDRSD G -24 TIDE A'
a , 3 .8'X2.8 WALKWAY �I 21 1� 000 1 0D j 1�1`^� �� ^r 4 �1 ' 1 v
A H BASIN � I ' ' 1 ' � I' ' ° `V 4 � � ° � �' � 1 ''1 >S � FS 5 � 2 1 n 9. 1200 LF AC BERM PER SDRSD G -5 TYPE A
( QO ' ° QO 1\ �°' , 'I- �c�0 ^ �3 °o > 2 15' I I 10. CMU RETAINING WALL PER SDRSD C -i
TG 263.18
( ! 1 �- 11 = a 6'O _ I i° _ " c ?> S3J FG� ^ 0 1�j 1 ii. CONSTRUCT 5" THICK CONCRETE X 2" DEEP OVER 4' CLASS 11 BASE (3,000 PSI
a ,B OPVCSPIPE I 2776 x77 ?7l 474.5" DIA.) CONC.) t143LFOF PCC RIBBON GU77 ER. MATCH EXISDNG.
I IE 58. i ! 6' DIA. 0 212 �1�p01 4 ¢ 7 ¢ 4 6 4 -- ¢ 3 - = - -Y� 1 % STEEL POI,E 0 11 5' NVE BY 4" THICK DECOMPOSED GRANDE PATH OVER COMPACTED SUBGRADE AND PER
T ( = -- PiPE- �p p• - - 7 4 > 2 j x x SOIL ENGINEER RECOMMENDA TONS
� n 4- -4.5"
v' - 9 4 / 7,840 _79.07
ABBREVIAT70NS' a n SD� -� e - ti /F - 1�' G �i 1 I F 13. CMU RETAINING WALL PER SDRSD C -5
0: CATCHBASIN /// � � 65977 `' 1 I Ay�� 1 -f - - - -_ �� 1 x277.5 7 STEEL r
FG.. FINISH GRADE s� A _ _ _A 8 7 rn 0'' ti I I �d ti6� �0 g m 1�2 2 / SD 1p. 7R 17 E/� STORMDk4 NIWATER QUALITY
CO; 3 o I A� \ 11 c 0 80 lE2 �� 11 BF -1
FL FLOW LINE I DAYLIGHT ti 7� �, 9 1 1 i. 24" WiDE DRAINAGE SWALE PER DETAIL `A"
HP.• HIGH POINT N LINE Q ti \E N, "c"? 1 v e/ °'> q°
IE. INVERT ELEVABON I J C ` j,3 _ Z G I 2 2 I� `'> i 2 2. 12'X11" PRIVATE CATCH BASIN BY NOS' OR APPROVED EQUAL
7G• TOP OF GRAZE 0� , 5 1 2 n n } oS S6L51 2 3 rn 761 �� 2 - �� O > °sue �� - �'� q \ 3. PRIVATE 6' DIA. PVC STORM DRAIN PIPE (SDR -35). SLOPE 0 iZ MIN
1P TOP OF PIPE ` I rn 1 ti 1 \E._ I 1 S- -S- -- -s ,
7 n3 U 1 \E y3 1 ,a ®I 0 0 } 1 j r, - 4. 6" DIA. PERFORATED PVC SUB -DRAIN PIPE (SCH -40) 0 SLOPE 1Z MIN.
0 o c o `�
TW TOP OF WALL CAUl1ON 13 2 4.5" D
/ ; "`3 -•VENT ,� o U71UTY ` - 278.2 7 \ STEEL PO 5. NOT USED
g ` t2t -.FN 8 E ABOVV. _ j- 8 • �J CROSSING" �1 8 l -1 1 4 8 i 8 3 SCC x27B�i1 6. 36° X 36" G -1 PCC CATCH BASN PER SDRSD D -08 WITH SIM GRATE
ROFESSIOyq � i 7 ! -1 1.-L -z ! _ C,. (9}� u , S
OQ ! 3 V \ GRNDE `i -VENT GREt_N bJ 1 9 \ 7. NEW 8" DIA CAST IRON STORM DRAIN PIPE
26511 �,
ABd \'. 1 IGRADe 8. 61.4' X 22' (1,350 SF) BIO- FLNARON BASIN WITH IMPERMEABLE LINER PER DETAIL
-s -- I \ i\ 1 1 GRADE 1 1 \
=' o z �`� \ I ~ 9. 4' WIDE BY 8" THICK PCC HEADWALL PER SDRSD D -30
LJ No. 44173 3 7 ( -- (� NOTE. SPECIAL INSPEC770N OF THE BMP FACILl1TES BY A LICENSED CIVIL ` 11 } 5 ~ \ - 10. RIP -RAP ENERGY DiSSIPATOR PER SDRSD D -40. USE 12 BACKING 12" 771ICK OVER OVER
os -30-21 ENGINEER IN THE STA7E OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. 1 1 G
i ' I ( PRIOR TO OBTAINING BUILDING OCCUPANCY, AN INSPEC770N REPORT SHALL BE 1 1 �� I \ 12" DG FILTER BLANKET
C1V1V �� D114SION VERIFYING THE SIZE AND DEPTH OF THE EXCAVATION GRAVEL A
q ~� N I 1 11 `I a 1 I 11. 12" DIA. STORM DRAIN CCEANOUT PER SDRSD SC -01
CAUTION. \ \, SUBMITTED WITH THE FINAL GRADING CER]1F1CA710N TO 171E ENGINEERING � \ � '
OF CAL \E h• � CONTRACTOR TO POTHOLE THE SEWER MAIN 1� 1, 1 t
AND 1 12. 12" DIA. STORM DRAIN PVC PIPE SDR -35
� cn CROSSING PRIOR TO CONSTRUCTION � � I (
- -(- ENGINEERED SOIL DEPTH AND MATERIAL. STORM DRAIN PIPE OVERFLOW AND } 21 1
20 10 0 20 40 I \ 1 i 13. 24"X 24" PCC BROOKS BOX W97N SOLID REMOVABLE COIER
\ -- \ OVERALL F THE FA /CITIES PER PR VED GRADING P A . 1 }
II 14. 4 "DIA. PERFORATED PVC SUB -DRAIN PIPE (SCH -40) 0 SLOPE iS MIN.
SCALE: 1" = 20' �� �� v I i I�, 1 1 1 1 I UTILITIES CD
DEEP RO07ED DENSE, DROUGHT 1. NEW WATER SERVICE TO SERVE THE NEW GREENHOUSE PER SDWD STANDARDS
36'X36" G -1 PCC TOLERANT h' NBNG SUITABLE
CATCH BASIN FOR WELL DRAINED SOIL
24' MIN., U.N.O. PER SDRSD D -08
o WITH STEEL GRATE 1 -3" HARDWbOD SEE DETAIL 4" SQ
GRASS OR TURF LINED OP BON OVER 1 MULCH 1 TO LEFT
Y z ANCHORS (T)P.) LANDLOK 71IRF REINFORCEMENT 110' TG 275.50 116. SIDEWALL COLUMN
WHERE SLOPE EXCEEDS 5% 6" DIA. PERFORATED PVC PIPE SUB -DRAIN „ 4 -INCH PERfORAIEQ ABS OR PVC PIPE OR
o PIPE (SCHEDULE 40) 0 SLOPE iX MIN. 3' X J PCA7E APPROVED EQUIVALENT. PLACE PERFORA7TONS
WL 27550♦ 18N271.66 STAINLESS STEEL DOWN AND SURROUND BY A MINIMUM OF 1 CUBIC
2 X _ FG 274.66 3 10" BOLT AND NUT FOOT PER l FOOT OF 3 4 /NCH GRAVEL OR
i MAX. III -I _ - APPROVED EQUIVALENT ANU WRAPPED IN MIRAFI CMU RETAINING WALL
\ \X _ 18" 18'X18" GALVANIZED MIN 6 (TIP) Q ORIFICE 14071 FILTER FABRIC OR APPROVED EQUIVALENT PER SDRSD C -1
-III -I II III -_ I \ _- III III - III -III S PLATE NTH PLAN ViEW PER SOIL ENGINEER. SEE SOIL REPORT FOR
_ In 1/ �I I I W I I� I� ' _ _ _ 13/16" DIA. ORIFICE FLOW SELECT BACKFILL AND ADDITIONAL
III - III - III -III 18 FOR DRAINAGE 3' (np) 1" RECOMMFNDA77ONS (TYP).SIOPF PIPF 0 19 M /N. � WATERPROOFING
III -III -I I I- III -III -I I -III - III - III -III -III_ 30 MIL HOPE IMPERMEABLE 6" DIA. PVC PERFORATED TO SUITABLE OU7LET o PER OVER
_ _ _ _ MEMBRANE PLR SO /L ENGINEER PIPE IEw 271.49 18 MIN. ENGINEERED 6" FILIER COURSE LAYER ° _ 3o MIL HOPE IMPERMEABLE a 5
I I-I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I- 1 OIL SEE NOTE BELOW GASICEi GREENHOUSE PAD 275.0 713
/four 271.41 3//4' GRAVEL 12 DEEP / � MEMBRANE PER SOIL ENGINEE _ I ��I�TI� I I � lll=ll1 I I I Q� ti •
/_-III- III - III -III -I I I-I I I-I I I-I I I -I I I -I I
SEE DETAIL C 7b BOTTOM OF BASIN "MAX SUB-DRAIN P�ETED
_ _ _ _ _ _ _ _ ON THIS SHEET Fac _
1- III - III - III - III -I 11-111- 1 1 1 -1 I I- I ' ' oAxFrA� PF \ i ENTERING INTO CATCH BASIN
„ I-
'
NO TES. 0 1316 HOLE DRILLED THROUGH
L PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. B10-FIL TWA TION BASIN WITH IMPERMEABLE LINER DETAIL R PLATE 0 EXIT. II 'I .5' i,'y.l 8X8» I I;,I �peQQ�
�/ n �/ 1 FOR GRASS OR TURF OPBON, INSTAL LANDLOK MY 450 *Bl0- RL IRA PON 'ENGINEERED SOIL LATER SHALL BE MINIMUM 18' DEEP'SANDY LOAM SOIL MIX NTS E / ' DlA HOLE (TiP)
TYPICAL DRAINAGE SWALE 7URF REINFORCEMENT MA T. WITH NO MORE THAN 5% CLAY CONTENT. USE BIO 65 SOIL MIX THE EFFECTIVE AREA OF THE
/� BASIN SHALL BE LEVEL FLOW CONTROL ORIFICE PLATE DETAIL - CONTRACTOR To ONLY y - - = - -- -BUT 16" PVC CASING PER WP -04.
SALE 4" SO SiDEWALL %� HAVE ONE ACP COLLAR 10.00' ANNULAR SPACE BETWEEN THE
6' NVE J COLUMN v EXPOSED AT ONE 77ME . 8p� 5 EXISTING 8" DIA.
CARRIER PIPE AND THE CASING TO BE
SCREENED SPECIAL INSPECBON BY GQ 689 FILLED WITH AIR -BLOWN SAND. ANY
LEAN S
DISTRICT l REQUIRED. \t,P �P \� 1 WA MAIN EXIS77NC COLLAR W INN THE LIMITS
TERPROORNG 10" 10" F0077NG Q \Q�
CMU WALL DETAIL OF THE CASING TO BE RESTRAINED.
CMU ETA/NING WALL PER OWNER FOOTING 1]c �•c fJ
P R SDRSD C -1 IMPERMEABLE MEMBRANE r0 KEY
I REINSTALLED THROUGHOUT ) SCALE. 1 "' =5'
EXISTING AC PAVEMENT >s f LENGTH OF THE e� 1.5' 1.5'
AND TRENCH RESURFACIN CONTRACTOR 70 ONLY F° s D PENED F0077NG 4 -INCH PERFORA7ED ABS OR PVC PIPE OR APPROVED KEY 9 -
PR07ECT PCC RIBBON i HAVE ONE ACP COLLAR REMOVE 8" EXISBNG
PER ® PCC RIBBON >s GREENHOUSE PAD 275.0 EQUIVALENT PLACE PfRFORA7TONS DOWN AND SURROUND (8 "X8 J I 1'0 WATER MAIN
GUTTER IN -PLACE F EXPOSED AT ONE TIME. 6 _ N
SPECIAL INSPECBON BY GUTTER �- - BY A MINIMUM OF 1 CUBIC FOOT PER F007 OF 314 INCH I B i '
I II-II GRADE OR APPROVED EQUIVALENT AND WRAPPED IN KEY X69] Q ?
SAN DIEGUITO WATER I
I I I' MIRAFI 14071 FILTER FABRIC OR APPROVED EQUIVALENT (12'X12 - - - - �OD77!✓G � 1z,
�
_ DISTRICT REQUIRED. I P
- -� --� • - - PER SOiL ENGINEER. SEE SOIL REPORT FOR SELECT �.
-1 P Of WATER PIPE BACKFILL AND ADD177ONAL RECOMMENDA7/ONS.(TYP) FOOT 1NV DETAIL W
MAIN 271.3 - -SLOPE PIPE 0 1 %MIN. r0 SUITABLE OUTLET..
lRav PIPE (SEE DETAIL f) NTS � i
fXIS77AIG 8" Dl Q \QE CUT OUT HOLE TO BE INSTALLED Z a -
WATER MA /N 1Q,R \ }9 IN CMU WALL TO ACCOMMODATE
> 1,
ZO pQ �Pp \0 X12" �2 y SEE DETAIL EXIS77NG ACP WATER MAIN, w
CAST IRON PIPE DETAIL LEFT
E Q � CMU T DWALL DETAIL F
SCALE.- 1 " =5' l
CHANGE 710. DESCRIP ITON APPROVED DATE BENCHMARK AS- BUILTAPPROVALS DESIGNED BY DRAWN BY I CHECKED As
AO AO VIS ENGINEERINGDIVISIONAPPROVALS CITYOFENCI NI TAS- DEVELOPMENTSEROCESDEPARTMENT DRAWING NO.
INC DATE PLANS PREPARED UNDER SUPERVISION OF RECOMM N APPROVED. �_ GRADING PLAN FOR: 441 SAXONYROAD
25" BRASS DISC STAMPED ENC -26 LS 7322 PUBLIC WORKS ��� �(n
,/ DATE : 3 PHOENIX AGRA GREENHOUSE 14129.6
PLANNING U� Q
DANM.•NAVD88 ELEVADON• 175189' �J - S K f� � 9 �
REVIEWER R.C.E. 710.: 44173 APN:156- 330 -61 TE INSPECTOR - ENGNEER OF WORK EXP. 6/30/21 VA IL - - DA 7f
PLANNING CASE NO. 15 -172 CDP SHEET30F4
i I I I / i 1/ 1 - r
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BOTTOM 265.32
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AS DOC NO, 20I9_0374280 OF P.R. AC
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7 GREENHC
810-RL 7RABON BASIN MALL BE EXCA VA 70 AND
M AS DE-Z 77NG 349N5 DURING CON57RUCIION.
CAURON! 2 BE 7HE SILT COMPLETELY REMOVED AM 7HE
BIOREZEN710W BASINS COMPLETED ONLY FINAL SIZE
CONTRACTOR TO POTHOLE 1HE SEWER MAIN STABYLIZARON IS A ailff D, PRIOR TO OCCUPANCY
CROSSING PRIOR TO CONSTRUCTION
ANDIOR FINAL if
4" PVC PIPE FOR DRAINAGE
DEPENDING ON FIELD COND177ONS
TYPICAL INLET PROTECTION
SEE CALIFORNIA STORMWA 7ER QUALITY
ASSOCIA PON (CASQA) STANDARD D116. NO.
SE-10 FOR ADD177ONAL INFORMA770V
WOVEN FABRIC GRAVEIRAG
FTS
24- WIDE (MIN.) HEIR OPENING
FOR DRAINAGE OVERFLOW
2 BAGS HIGH (TIP.) WHERE NECESSARY
SEE CALIFORNIA STORMWAIER QUALITY
ASSOCA RON (CASQA) STANDARD DWG. NO.
SE-4 FOR ADDITIONAL INFORMATION
1�11F
�NOV E N FABRIC GRA SL BAGS AGGERED (TYP.)
TYPICAL VELOCITY CHECK DAY DETAIL
1. SET POSTS AND EXCA VA TF A
4" WIDE X 4" DEEP
TRENCH UPSLOPE FROM AND
ALONG 7HE LINE OF POSTS.
INCHES
2. A TTA CH THE SILT FENCING MATERIAL TO
THE POSTS FILTER AND EXTEND
20X200VODEN INTO THE 7PENCH.
POST OR
APPROVED
EQUAL
lljlj� 111,11
NOTE:
ALTERNA 77VE 57LT FENCE CONS7PUC770N MAY HE USED
F FIRST APPROVED BY THE ENGINEER OF WORK AND
THE INSPECTOR
J. BACKFILL AND COMPACT THE
EXCA VA TED SOIL.
I FLOW
FILTER FABRIC-4 1"l -
SEE CALIFORNIA STORYWAIER QUALITY
ASSOCIATON (CASQA) STANDARD DWG, NO.
SF- I FOR ADDITIONAL INFORMA PON
SEE CALIFORNIA STORYWA TER QUALITY
ASSOCIATION (CASQA) STANDARD DWG. NO.
7C-I FOR ADD/flONAL INFORMA77ON
MATCH EXISTNG GRADE
TYPICAL STABILIZ,
GREA7ER THAN 3 `0 BUT
SMALLER THAN 610
-12"MIN. FILTER FABRIC EXISRAG
_*POI50 GRADE
CRON �A-A �
NO TS. • CONSTRUCT SEDIMENT
LZ20, BARRIER AND CHANNELIZE RUNOFF
MIN. TO SEDIMENT TRAPPING DEVICE
FA
CORRUGATED
STEEL PANELS
CONSTRUCTION ENTRANCE
NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED
STEEL. PANELS ONLY WITHOUT AGGREGATE.
WIDTH AS REQUIRED
TO A CCOMODA 7E
ANTICIPATED
-TRAFFIC
I
NTS j
e(�OFESS/QA rl , 7
DESCRIPFION
APPROVED
DATE
BENCHMARK
AS-BUILTAPPROVALS
i Nru vl.�
1 UKA)MOV i I L
VILLALU Of."
ENGINEERINODIVISIONAPPROVALS
CITYOFENCINITAS - DEVELOPMENTSER1117CES DEPARTMENT
DRAWING NO.
No. 44173 z
i4
Li
13 z_
06-30-21
2.5" BRASS DISC STAMPED ENC-26 LS 7J22
DA 17JU.- NA W88 LLEVA 776N.- 175.189'
z
Z5 IiI
qTF
DA 7E
PLANS PREPARED UNDER SUPERVISION OF
DATE : 3171-zo
R.C.E. N0.: 44173
VINCENT L SAMPO
ENGINEER OF WORK EXP. &5QM
w
EROSION CONTROL PLAN FOR 441 SAXONYROAD
PHOENIXAGRA GREENHOUSE
-256-330-6
Aft 2
PLANNING CASE NO. 15-172 CDP
OF CA0F
Ill
Z
2.0 10 0 20
40
:Rt 0
z
_w
SCALE: 1 20'
-.t
CHANCE NO.
DESCRIPFION
APPROVED
DATE
BENCHMARK
AS-BUILTAPPROVALS
i Nru vl.�
1 UKA)MOV i I L
VILLALU Of."
ENGINEERINODIVISIONAPPROVALS
CITYOFENCINITAS - DEVELOPMENTSER1117CES DEPARTMENT
DRAWING NO.
AO
VZS
2.5" BRASS DISC STAMPED ENC-26 LS 7J22
DA 17JU.- NA W88 LLEVA 776N.- 175.189'
NT
DA 7E
PLANS PREPARED UNDER SUPERVISION OF
DATE : 3171-zo
R.C.E. N0.: 44173
VINCENT L SAMPO
ENGINEER OF WORK EXP. &5QM
cRkQl_,d0wj*,k EDWARD J WFU
cy - 2�
DAIS DA 79 f
EROSION CONTROL PLAN FOR 441 SAXONYROAD
PHOENIXAGRA GREENHOUSE
-256-330-6
Aft 2
PLANNING CASE NO. 15-172 CDP
14129-G
PUBLIC "KS
VINCENI L SAMPO DA /E
PLANNING
REVIEWER
SHEET40F4
SENIOR ENGINEER DA IE
INSPECTOR