2017-13297 G (Plans)RIGHTOFWAYNOTE
OWNER IS TO OBTAIN A CANSiRUC77ON PERMIT fROM THE ENGNEENNG DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE
PUBLIC RIGHT OF WAY. FAILURE TO DO SO MIL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOABLE PERMIT FEES IT IS THE
RESPONSIBILITY OF THE OWN TO KNOW OHERE HIS /HER PROPERTY LINE IS
NO CONCENIRA TED DRAINAGE FLONS ARE PERMITTED 00 ADJ
FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO
PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES
TROVED DRAINAGE FAGITY.
ALL UTILITIES S£RNNG 771IS 97E SHALL BE INSTALLED UNDERGROUND. 4**�•
GENERAL NOTES
I. ALL WORK SHALL BE DONE IN ACCORDANCE N I H IHESf PLANS THE STANDARD 7MIRCAROIS FOR PUBLIC N NKS MAGNUM,,
IHE DESIGN CONSTRUCTION STANDARDS OF IRE CITY OF ENCINIMS AND THE SAN DIEGO AREA REGIONAL STANDARD DRANiNGS ANY
CHANGES OR REVISIONS THEREFROM -HALL BE APPROVED BY THE CITY ENGINEER PRiOR TO ANY REQUEST FOR INSPECTION.
2 THE SOILS REPORT TILED "PRELIMINARY GEOIEr.HVKAL iNW5716ATON PROPOSED RE -DENCE AND GUEST HOUSE 1265 RUBENSiEIN
AVENUE, CARDIFF, CALIFORNIA" PREPARED BY COAST GEOiECHNICAL CONSULTING MGMERS AND KEOOGS7S DATED NOVEMBER 28,
2016, -HALL BE CON -DEREO AS A PART OF THIS GRADING PLAN. ALL GRADING -HALL HE DAVE IN ACCORDANCE NTH THE
RECAND&PONS AND .SPECIRCA71OIS CONTAINED iN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY COISTRUCDIV 1#771IN PUBLIC RIGHT-OF-WAY OR EASEMENTS -HALL BE REQUIRED IN
CONJUNCTION IWIH IMPROVEMENT PLANS.
4. W ITIEN PERMISSION -HALL BE OBTAINED FOR ANY OFFSITE GRADING.
5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 70 PROTECT ADJACENT PROPERTIES DURING GRADING OPERA IONS
ANYIHING DAMAGED OR DESTROYED -HALL BE REPLACED OR REPAIRED 70 COIVDi77ON
XiSTNG PRIOR TO GRADING.
6. THE DEVELOPER -HALL BE RESPON -BLE THAT ANY MONUMENT OR BENCH MARK NNICH IS DISTURBED OR DESTROYED -HALL BE
RE- ESTABLISHED AND REPLACED BY A REGISTERED GNL LNGNLER OR A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DE-OI, CONSIRUCT AND MAINTAIN ALL SAFETY DEMES INCLUDING - HO7ING AND SHALL BE RESPON -SIBLE
FOR COVFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS
8. GRADING AND EQUIPMENT OPERATING WTHIN ONE -HALF (i12) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE
CONDUC7ED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS
9 NO GRADING OPERATIONS SHALL COMMENCE UNTL A PRE- CONSTRUCBOV MEETING HAS BEEN HELD ON-SITE NTH THE FOLLOWING
PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMTTEE. THE PRE- CONSTRUCHOI
MEETING SHALL BE SCHEDULED MOH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSIRUCTON MATERIALS TO ANY PROPOSE➢ CONSIRUCRON WE N97HIN THIS PRO.,ECT THE DEVELOPER
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY
NTH ALL CONDITIONS AND REOUIREMENTS IHE CITY ENGINEER MAY IMPOSE W IH REGARDS TO IRE HAULING OPERATION.
11. UPON RNAL COMPLETION OF 771E WORK UNDER THE GRADING PERMIT; BUT PRIOR TO FINAL GRADING APPROVAL AND /OR RNAL
RELEASE OF S"OURITY, AN AS GRADED CERTFlCATON' SHALL BE PROVIDED STATING• 'THE GRADING UNDER PERMIT NO. 13297 -G HAS
BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH 771E APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED
PLAN" THIS STATEMENT -HALL BE FOLLOWED BY THE DATE AND - GNAIURE OF THE OW ENGNEO? W/O CER71RES SUCH GRADING
OPERATION.
12 ALL GRADING 91ALL BE INSPECTED AND TESTED BY A QUALIRED SOILS DVGNEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND
TEST iRE EXCAVATION PLACEMENT AND COMPACON OF FlLLS AND BACKFILLS AND COMPACTION OF 7RENCHES HE -HALL SUBMIT SOILS
RD'OR7S AS REQUIRED AND 1WLL DEIERMINE THE SUITABILITY OF ANY FiLL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE
-HALL STATE THAT OBSERVATIONS AND TESTS HERE MADE BY HIM OR UNDER HIS SUPERV -ON AND THAT IN HIS OPINION, ALL
EMBANKMENTS AND XCAVA17ONS ARE ACCEPTABLE FOR ]HEIR INTENDED US:
13. TH£ CONTRACTOR -HALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONONG OF
WATER HE -HALL CONTROL SURFACE WATER AND A14YD DAMAGE TO ADJOINING PROPERTIES OR RNISHED WORK ON iRE SITE AND
-HALL TAKE REMEDIAL MEASURE TO PREVENT ERO -ON OF IRE91Y WADED AREAS UNTIL SUCH THE AS PERMANENT DRAINAGE AND
ERO -ON CONTROL MEASURES HAW BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FI -HALL BE PLACED IN ACCORDANCE MIH STANDARD
SPECIRCATON. ALL VEGETABLE MATTER AND G&FCTOVABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON NHIaH THE RLL iS TO BE PACED. LOOSE FlLL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FRY NATURAL GROUND.
THE EXPOSED SOILS -HALL BE SCARRED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT 91ALL
BE THE CONIRACTOR'S RESPON -BILITY 70 PLACE, SPREAD, WATER AND COMPACT THE RLL IN STRICT ACCORDANCE NTH 5PEaFlCABONS
15. CUT AND FILL SORES 9HALL BE CUT AND TRIMMED TO RN191 GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION.
THE SLOPES OR EXCAVATION AND EMBANKMENTS -HALL BE 9IAPED, PLANTED, AND ]RIMMED AS DIRECTED BY THE ENGINEER OF WORK
AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOIS AND OIHER WASTE MATTER EXPOSED OR DOCAVAION OR
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL
SLOPES -HALL BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDNANCE
16. ALL TREES BRUSH, GRASS AND OTHER CRECTONABLE MATERIAL -HALL EE COLECiED, PiLED OR OTHERWISE DISPOSED OF OF THE
STE BY THE CONTRACTOR SO AS TO LEAVE 771E AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND RNI9IED APPEARANCE TREE FROM
UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR
70 IHE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES -HALL BE CONSISTENT NTH THE GTYS URBAN FOREST MANAGEMENT PROGRAM. IREES
LOCATED MTHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WTHIN CITY EASEMENTS ARE R£F£RRED TO AS CITY TREES AND
SHALL BE PROTECTED iN PLACE DURING COVSiRUCION UNLESS SPECIFICALLY APPROVED 07HERN9S: NO GRADING XCAVAIOV, OR
DISTURBANCE OF CITY TREE ROOT SYSTEMS -HALL OCCUR iWiAN THE CITY TREE DRIP LINE AREA (THE AREA FROV THE TRUNK OF A
i TA 'PLC M1' 1n T Mn n Mr M= PAMn V PPn CP7lMl Ml TMC PPM /Mnl 1C A Pl7Y TPCC IC Al/)T PICAPIY lAmr -im T/1 PC
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT NTH A CITY TREE IT MUST NOT BE
DISTURBED UNLESS THE PLAN IS RENEED TO ADDRESS THE TREE REMOVAL.
SANTA FE DR
SITE
EROSION CONTROL
STORMWA TER POLLUTION CONTROL BMP NOTES RELA7 7VET0 CONS TRUCT /ONACT/VITIES
1. IN CASE EMERGENCY NORK IS REQUIRED, CONTACT KRIS17 NEAL AT (858) 758 -1115 , 24 HOURS A DAY.
HOLD HARMLESS THE CITY OF ENCINiTAS AND iIS OFROERS
AGEWIS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INNIRY
CONCRETE
2. EQUIPMENT AND WORKERS FOR EMERGENCY NORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON OCTOBER 1
(FACILITATE
SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
ACTOR SHALL
TO APRIL 151,, ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCT08ER 1 AT CONVEMENT LOCATIONS TO
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND
W4,WO T A
RAPID CON UCRON OF TEMPORARY ER09ON CONIROL MEASURES WHEN RAIN IS IMMINENT
THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RELFiNNG WATER. CONTRACTOR SHALL POST A SIGN D£99VAING THE
3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIRLD iWEHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
WASHOUT LOCARON.
4. THE CONNACIOU SHALL RESTORE ALL EROSION CONTROL DEVICES 70 HORKING ORDER TO THE SAN977AC17ON OF IRE CITY ENGINEER
CONSTRUC71ONSITEACCESS
AFTER EACH RUN -OFF PRODUCING RAINFALL.
A STABILIZED C0167RUCRON SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF
5 THE CONTRAC70R SHALL INSTALL ADDIIOIAL ER09ON CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE 70 AN
SiTE THIS WALL INCLUDE U9NO MAIERiAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGAIED STEEL PANELS/PLATES
INCOMPLETE GRADING OPERATION OR UNFORESEEN aRCUMSTANCES WHICH MAY ARISE
C WATER - SDND -(760) - 633 -2650
6 IH£ CONTRACTOR SHALL BE IRESPONSBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 7R£SPASS ONTO AREAS
CONSTRUCTION VEHICLES
THAT ARE UNSAFE OR ARE POIENTTALLY UNSAFE.
A SPECIFlC AREA AWAY FROM GUTTERS AND STORM DRAiN STALL BE DESIGNATED FAR COISTRUC77OI VEHICLES PARKING, VEHICLE
06 -30 -19
REFUELING, AND ROU77NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS STALL BE MADE OF --9IE:
7. ALL ER090N CONTROL MEASURES PROVIDED PER 771E APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
6 GRADED AREAS AROUND 7HE PRafCT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH NORK
EROSIONCON7ROL
DAY.
ER09ON CONTROL MUST BE PROVIDED FOR ALL ER09W SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS ERO -ON CONTROL MATS ADEQUATE GROUND COVER VEGETATION, AND
9. ALL REMOV45ff PROTEC17W DEWCES -SHOW MALL BE (5) DAY RAIN
EBE EACH
BANDED FlBER MATRIX
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS WALL EMOVEED AFTER RAINFALL
W9TIOUT BENEFIT OF INSPECTION HMI BE SUB.ECT TO RE.,ECON AND REMOVAL
E 4R7HWORKDAT4,
NO EXCAVATION AND GRADING ACRW77ES ARE ALLONED DURING NET NEATHER.
STORMWA TER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
DIVERSOI DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION 91E CONTRACTOR SHALL PROTECT
1. FOR-STORM WATER POLLUTION CONNa PURPOSES ALL RUNOFF TRAM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS STALL
CIIANNELS AGAINST EROSION U-SING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES
DISCHARGE ANT GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO 771E STREET ANDIOU INTO THE PUBLIC
STORM DRAIN SYSTEM
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PRafCTS SHALL BE CONDUCTED IN PHASES TO AVOID
Z GRASS AND LANDSCAPE AREAS DE9OVA11D FOR STORM WATER POLLUTION CONTROL -HALL NOT BE MODIFlED ► W7HOUT A PERMIT
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE ]BEES OR 9IRUBS UNNECESSARILY THEY HELP DECREASE
TRAM THE CIT Y.
EROSION
3. ALL IMMMOUS AREAS WITHIN 7771E lE SHALL DRAIN TO APPROVED WMP MP FACILITIES AND OR 70 TURF OR LANDSCAPED AREAS
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSIRUCION IS NOT IMMEDIATELY PLANNED FOR ER09ON CONTROL
NTH -DISCHARGE THE STE ALL IMPERVOUS AREAS MUST SLOPE TOWARD 771E APPROVED
PURPOSES ER090N SHALL BE PREVENTED BY PLANING FAST - GROWING ANNUAL AND PERENNIAL GRASSES 70 SHIELD AND BIND THE
ANDNDC U ]RIO
AREA OM
4. NO DRAINS -HALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACIWRES ARE COMPLETE
DISCHARGES TO AN ADEQUATE IMPAMP.
5. DRIVEWAYS -HALL HAVE A MINIMUM 28 CROSS SLOPE 70WARD`THE iMP/MP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM
WATER USAGE FOR DUST CONTROL STALL BE MINIMIZED
THAT IS DESIGNED 70 COLLECT RUNOFF AND DISCHARGE IT TO AN ADE(J itt IMP/BMP.
ON- S/TECONSTRUCTUNMATERML STORAGE
6 ALL STORMWATER IMP/WP FAMINES -SHOW HEREON -SHALL NOT BE M00FIED OR ALTERED WITHOUT A PERMIT FROM 171E CITY.
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE
PRODUC7S NHERE 7HEY NHL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
7. THE INSTALLAIAN OF ADDIIOVAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PCAN MAY REQUIRE THAT THIS PLAN BE TENSED OR
ADD? ONAL I
STURED ON -SITE ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -91E. STOCKPILES MAY INCLUDE SOIL,
THAT A SEPARATE ENGINEERING BE OBTAINED.
PARING MATERIALS, ASPHALT CONCRETE AGGREGATE BASE, EM STOCKPILES SHALL BE LOCAIED AWAY FROM CONCENTRATED
6 ALL ]RISING AND PROPOSE? ]RASH ENCLOSURES 91ALL BE FITTED TO COMPLY W17H STORM-17D? BEST MANAGEMENT PRACRCE
STORMWATER STORMWATER TONS AND STORM DRAIN WEiS STOCKPILES 91ALL BE COVERED OR PROTECTED NTH SOIL STABILIZA17ON'
REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPDMOY� NON - COMBUSTIBLE ROOF THAT' N9LL NOT ALLOW RAIN WATER TO
"ED NO NOT iN USE. A BERM SHALL BE INSTALLED AT ALL
MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TMES
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND
OPENINGS 70 HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY ROW OF STORM WATER THROUGH THE
TRAINING
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED KDE 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 9F OIL/ GRASS
CONTRACTORS' EMPLOYEES NHO PERFORM GkNS7RUCICXV IN THE GOY 0f ENCINITAS SHALL BE ]RAINED TO BE FAMILIAR IN1H THE CITY
SEPARATOR AND IS THEN RUSTED THROUGH A CITY - APPROVED HYDROCARBON FI TER AND DISCHARGED INTO THE ll US IC SANITARY
OF ENCINITAS STORMWATER POLURON CONTROL REQUIREMENTS THESE BMP NOTES STALL BE AVAILABLE TO EVERYONE WORKING ON SITE
SEWER SYSTEM, NOT 70 PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARA7E BUILDING PERMIT MAY BE REQUIRED FOR 7711S
THE PROPERTY OMVER(S) AND 771E PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMIATER REQUIREMENTS AND THEIR
STRUCTURE.
OWN RESPO-78IUTES
SANDIEGUITOWATERDISTRICTNOTES:
WASTEMANAGEMENT
L WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSNUCTLD ACCORDING TO THE STANDARD SPECIRCA71ONS OF THE
CONTRACTOR SHALL BE RESPOl9BLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF
UNUSED OR WASTE PRODIC7S ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
PROHIBITED.
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- XISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
NO SEEPAGE FROM ANY DUMPST£R SHALL BE DISCHARGED INTO S7OWRATR BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS
PRafCT.
TO DIVERT: IRE NATURAL STORM RUNOFF. DUMPSITES SHALL it CHECKED IREQUENRY FAR LEAKS DUMPSITER IDS STALL REMAIN CLOSED
3 ALL EXISTING FAGUi7ES MK,9I MAY AFFECT RNAL DESIGN I.E. LINE CROSSING LINE PARALLELING OR PROPOSED CONNECTION STALL
AT ALL 77MES DUMPSTERS NIHOUT LIDS SHALL BE PLACED WHIN STRUCTURES NTH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN
BE FIELD VERIFIED. ALL FXISING CR PROPOSED UIKITY NbSS�VG WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE 9HONN ON
ORDER TO AVOID RAIN CONTACT NiTH ANY TRASH MATERIAL.
IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO
WATER DISTRICT
MANY CONSTRUCTION MAIERIALS INCLUDING SOVENiS WATER -BASED PAINTS VEHICLE FUNDS BROKEN ASPHALT AND CONCRETE, WOOD,
AND CLEARED VEGETATION CANSE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANO7I OR DISPOSED
4. CONTRACTOR AND O►WVER ARE RESPONSIBLE TO RELOCATE AND /DR ADdIST TO (BADE ANY EXISTING WATER FACILITY (FIRE HYDRANT,
OF AS HAZARDOUS WASTE FOR MIFORMAION AN DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTINf TOLL TREE
METERS VALVES, VALVE BOXES ETC WHICH IS AFFECTED BY ER PRO.ECT ALL AFFECTED WATER FACIUIES MUST MEET CURRENT
AT (800) 714 -1195. FAR INFORMAIIONGNi LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
WATER AGENaES STANDARDS COMLII (WASTT STANDARDS IF FACILi77ES DO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED
TO CURRENT STANDARDS AT IRE O►WVERS EXP S:
POLLUTANTS SHALL BE KEPT OFF EXPOSED SiKi'FACES PLACE TRASH CANS AND RECYCUNG RECEPTACLES AROUND THE SITE
5. UTLIIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SRWCES.
PORTABLE TNLEiS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVDE SECONDARY
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BEIMEN FlRE HYDRANTS AND SAN
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES
DIEGO GAS AND ELECTRIC VAULTS
7 ALL WATER =I APES TO BE COIQDIIIITM CLEAR OU DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER MEiERS MUST HE IN
ALL CONS7RUC77ON DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORNN. CONTRACTOR MUST ROUTINELY CHECK
OWNER
THE 417 WARNCK A LL
333 LISZT A
CA1I0ZFF, CA 91Q07
SITEADDRESS
1265 RUBENSiDN AVENUE,
ENCINITAS CA. 92007
ASSESSORS PARCEL NO.
260 - 072 -28
DATE OF TOPOGRAPHYSURVEY
.ALINE 1, 2016
LEGAL DESCRIPTION
THAT PORPON OF LOT 1 OF RIDGEWAY HEIGHTS ACCORDING TO MAP THEREOF NO .
FLED IN THE OFlCE OF THE COUNTY RECORDER OF SAID COUNTY VLY 3, 1929 A
ACCORDING TO DEED RECORDED ON XLY 8, 2016 AS DOCUMENT NO. 2016 - 034025
OFRaAL RECORDS
OWNER'S CERT/FICATE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR NOEL BE RETAINED TO SUPERVISE OVER ALL GRADING ACHWTY
AND ADWSE ON THE COMPACTION AND STABILITY OF THE SITE
I HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND C1r(S OERCERS, OFRCALS EMPLOYEES AND AGENTS HARMLESS FROM, AND
AGAINST ANY AND ALL UABIUTES CLAIMS DEMANDS; CAUSES OF ACTIONS LOSSES, DAMAGES AND COSTS INCLUDING ALL COSIS OF DEFENSE
THEREOF, ARISING OUT O; OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY NTH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS
AGENTS EMPLOYEES CONTRACTORS SUBCONTRACTORS, OFRCIALS, OFRCERS OR REPRESENTARVES FOR ANY AND ALL WfK OR CONSTRUCTION
COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC
EASEMENTS
DATE ?�-
CU7Rl, ON BEHALF Or 417 WARWICK AVE LL C
SOILS ENGINEERS CERTIFICATE
1, MIHAYA SINGHANET AND MARK BURM94GFO061ST AND REGSTERED GFOTEGHNICAL ENGINEER IN THE STATE OF CALIFORNIA,
PRINCIPALL Y DOING B09NESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CfR77FY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT W INN THIS ME WAS MADE BY ME OR UNDER MY NRECTAN ON OCTOBER 27, 2016. ONE COMPLETE COPY OF
THE SOILS REPORT COMPILED FROM THIS STUDY, WTH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER FURTHERMORE, I HAVE REVIEWED THESE CRAONG PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN 7HE SOILS
REPORT FOR THIS PRO.ECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPEaRCAIONS,yEe Qp � /C y8 -l7
SIGNED: 9pt g kamc+
WlHAY S� NO.: 1782
PRO ,FCT NO.: W.O.P -P- 666916
COAST 6FO7FCHNICAL CONSUL TING ENGN££RS AND GEOLO6157S
PO BOX 230163
ENaN1TAS, CALIFORNIA 92023
(858) 755 -8622
FRONT OF 771£ PARCEL THEY ARE SERVING AND CLEAN UP MATERIAL IHAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE 1HE UNDER SIGNED ENGINEER AGREES THAT THE HORK PERFORMED BY THE ENON£ER SHALL COMPLY NTH THE GENERALLY ACCEPTED
8. CALIFORNIA STATE LAW ASSEMBLY BiLL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSIRUCON OR REPAIR OF FOR MORE INFORMATION ON S70RMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING STANDARDS AND PRACTICES O 171E £NgNEERS TRADE OR PRO ES-OV THE ENGINEER FURTHER AGRREES TWAT THE WORK PERFAPMED
ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN CAWPUANCE NTH IRIS LAW THE DISTRICT SHALL REQUIRE ALL MATERIALS DEPARTMENT CITY OF LNONITAS AT ( 760 ) 633 -2770. HEREIN SHALL BE IN ACCORDANCE WITH IHE RULES AND REGULATIONS REQUIRED BY IRE CITY OF ENCINITAS TO IRE EXTENT THAT THE
TO BE NO -LEAD BRASS PARTS ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES IIIAT ANY PIANCRECK OR RENEW PERFORMED BY THE CITY OF
9 ALL COPPER TUBING USED FOP AIR RELEASES BLOW OFS, AND SERVICES 91ALL BE PROVIDED NTH CATHODIC PROTECRON IN N077FICAWNS ENaNITAS IN iiS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERM /NA17ON BY THE CITY OF
ACCORDANCE NTH OV-17 OR OV-18 ENCINITAS OF THE 7ECHNCAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DE99V AND IT 7H£REFORE DOES NOT RELIEVE THE
i. THE EXI57ENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON 7NESE PLANS NfRE OBTAINED BY A
ENGINEER OF ROTON981UTY FOR THE PLANS OR DEIGN O IMPROVEMENTS BASED ?HEREON. THE ENGINEER AGREES TO INDEMNIFY AND
SEARCH OF AVAILABLE RECORDS 70 THE BEST OF OUR KNONiDGE 7H£RE ARE NO EXISTING U77LI7IES EXCEPT AS SHOWN DN THESE
HOLD HARMLESS THE CITY OF ENCINiTAS AND iIS OFROERS
AGEWIS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INNIRY
PLANS HOWEVER.• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY RISING UTIUIES OR
ARISNG SOLELY FROM IHE NEGLIGENT ACTS ERRORS OR OMIS SONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACING
STRUCTURES LOCATED AT THE WORK 91E. IT IS THE CONTRACTORS RE5POI78/UTY TO CONTACT THE FO LOMNG OWNERS OF SAID
MIHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISNG OUT OF THE WORK PERFORMED BY THE ENGINEER.
U77LI77ES OR STRUCTURES PRIOR 70 ANY XCAVATON, FOR VERIRCATOt AND LOCATION OF U71LI77ES AND .NOTFlCA71ON OF
CANMENCEMEJVT OF WORK.•
9GNATURE V A�.r'
DATE /O /i /7 QRpf ESS/py�
`r!
A. SEWERS - CSD - (760) 633 -2770
VINCENT L SAMPO
O Z L.
��=FCZ S9Zio�G
B. GAS & ELECTRIC - SEDGE - (760) 438 -6200
C WATER - SDND -(760) - 633 -2650
COMPANY SAMPO ENGINEERING INC.
No. 44173 ° m
A TO PHONE - SEC BELL - (760) 489 -3411
ADDRESS 171 SAXONY ROAD, STE. 113 ENGNITAS CA. 92024
06 -30 -19
E. CABLE TV - COX COMMUNICA17OIS - (760) 806- 9809 X2233
PHONE NUMBER• (760) 436 -0660
2 CONTRACTOR SHAD NOTIFY THE CITY ENGINEERS OFROF 48 HOURS PRIOR TO BEGNNING ANY KRK DN THIS PROECT
RCE EXPIRES: 6130117
`/�J C I V 1 L �Q
FOF CA��F�
PHONE (760) 633 -2770.
J. THE COONTRACTOR SHALL Off 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED
W9TIOUT BENEFIT OF INSPECTION HMI BE SUB.ECT TO RE.,ECON AND REMOVAL
E 4R7HWORKDAT4,
STEEPEST E XiS17NG NWA AL SLOPE ON-97E = 5X
IMPERVIOUS AREA SUMMARY
MAXIMUM VERTICAL DESIGN' CUT = 40 FEET
IMPERVIOUS AREA PRIOR TO CONSTRUCROV.• 2,294 EE
MAXIMUM VERTICAL DEPTH O 'P4, = LO FEET
IMPERVIOUS AREA AFTER CONSTRUCTION 7119 97
CUT= 500 CY
INCREASE IMPERVIOUS AREA: 4,825 7
FILL =225 CY
EMT= 275 CY
REMEDIAL = 778 CY
1!
A.•16 -131 1019117
A gi
m �g 'SAMPO
a � F �" CA 9M
n�
nv� DE Mal r3na+ sT .. BMPPROJECTSTATUS
STANDARD
4 FIELD OPERATIONS PLANKINGANDBUILDING PARKSAND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
/ICINITY MAP
NOT TO SCALE
. S Z/ �� .1 T .1,7 -
SIGN DATE SIGN UA IS Sl DAZE SiGN DA 7E Al DA
'.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DRAWN BY
CHECK ENGINEERINGDIVISIONAPPROVALS CITY OFENCIN ITAS- PUBLIC WORKS DEPARTMENT W/NGNO.
PANS PREPARED UNDER SUPERVISION OF 9MPURED (FADING PLAN FOR
CITY of ENCINITAS CONTROL POINT 1046. RECOMM P DIVED: / 1265 RUBENS TEIN A VE
RUBENSTEINGARDENRETREAT
DATUM.•NAVD88 ELEVATION.• 173.37' N/A VINCENT L. SAMPO DATE
DATE : to / I - - 73297 -G
/� � S AK LL1RUf PNEAt L.M ooSKU
-� R.C.E. NO.: 44173 7 API.260 -071 ZS
VINCENT L SAMPO Xp 6/30/19 DAZE DALE 16 -257 CDP SHEET 1 OF _3_1
REVIENER INSPECTOR SENIOR DMNEER ENGINEER OF WORK
►i
LEGEND SYMBOL
PROPERTY BOUNDARY
PROPERTY LINE/RIGHT OF WAY
SET BACK LINE -
EXISTING CONTOUR
EX7S77NG ELEVATION
NEW CONTOUR
NEW ELEVATION B3.30
Ft
J
F
1 - �� %975177 f2 f �
_ JAR`
175 .go F x, f ��2`�� ' _ CONC x$$
260-072-
6 � !i78.20 T6
DAAIGHT LINE �� 1 1 `, i s i
'�, �' _ "� � /_� - - - � � f7776 FL T��` EASEMENT GRANTED TO SDG&E FOR POLES, WIRES,
DRAINAGE SWALE t `1 x - r /j 4 4,t � INGRESS AND EGRESS RECORDED 71151047 IN
BOOK 2433 PAGE 430 OF O'T7GAL RECORDS (NO
.:_
DIRECBON FLOW O 1 ;25 95 - - - - i, 17.6 <, WDTH SET F
CONCRETE PAVEMENT �ARKINU ARE- - - 1� ' x 1 x , FORTH)
�\
1 77£ 09 R` In 149 r _ !7818 'fl 17 9 h' i3.3 i
CONCRETE MASONRY WALL
STEM WALL
LID�I,'1fTiN
KEY NO TES: 0
DEMOLISHIPR07ECT IN -PLACE ¢ t
1. DEMOLISH EXISTING RESDENCE t
2 DEMOLISH SHED cn
3. DEMOISH BUSHES/TREES m
4 DEMOLISH CONCRETE m
5. DEMOLISH FENCE cr_
6. DEMOLISH BAMBOO 25-00
7. PROTECT POWER POLE AND GUY -WRE IN -PLACE 25.00
SMH
8. PROTECT WATER METER IN- PLACE, ADJJST EASING WATER METER BOX TO GRADE RTM 18317
9. DEMOLISH CATCH BASIN &SUMP PUMP SYSTEM )L 174. 2
X � ;6331 k
NEW IMPROVEMENTS ❑ �^
L NEW GUESTHOUSE PER ARCHI7ECTS PLAN
2 NEW MAIN HOUSE PER ARCHITECTS PLAN LP'
260-x,
£AS£M£NT GRANTED TO SOG&E FOR POLES, WARK
INGRESS AND EGRESS RECORDED 711511947 1,
BOOK 2433 PAGE 430 OF Off 7GAL RECORDS (NO
WDIH SET FOR7H)
hP�: 266 °7`' /
EASEMENT FOR PUBLIC
STREET RIGHT OF WAY S'
PER DOC•
RECORDED ON
3 PERMEABLE DR@EWAY ECO -STONE BY UNh GROUP USA OR APPROkED EQUAL PER
18. , t P „A,;
DETAIL 'C' NTH 6" PCC PERIMETER FLUSH CURB. SEE CONSTRUCTION N07E 17
4. DECOMPOSED 6 RAN17E AREA OVER AGGREGATE BASF 4" OF STABILIZED DG ON 5' OF
SELECT BASE (CLASS 2) ON 12' OF COMPACTED SUBGRADE SOILS
5. STEPS, STAIR & 91E WALL PER ARCHITECTS' PLAN
6. PLANTER PER ARCHITECTS PLAN
7 POOL & SPA PER ARCHITECTS PLAN
8 CONCRETE WALKWAYS PER CONSNUC770V N07F 11
9. 9RAVEL STRIP 75' LONG X 4' NDE X 12' DEEP
10 STEM WALL/DEEPEND FOOTING PER ARCHITECTS PLAN
11. POOL EQUIPMENT. DESIGN BY OTHERS
12 10' NDE 5' THICK PCC CROSS GUTIER
13. MASONRY FENCE NTH OPEN ROW HEAD JOINTS AT BASE OF WALL FOR DRAINAGE
14. 7RENCH RESURFACING PER IDRSO G-24; TYPE B'
15 IRASH ENCLOSURE AREA PER ARCY17]FC15 PLAN
16. 2' WDE X 51HICK PCC RIBBON GUTTER
17. LIMIT OF FlRE DEPAR7M£NT TURN- AROUND
18. PCC CONCRETE ORI"AY PER NOTE 19
19 IMPERMEABLE LINER ADJACENT TO AND EXTENDED FROM 7HE BUILDING FOUNDATION
FOR A MAXIMUM OF 5' HORIZONTALLY. REFER TO DETAIL 'C'
STORM WATER QUALITY0
1. 24' NDE DRAINAGE SWALE PER DETAIL B'
2 465 SF 310 INFIL IRA TON BASIN PER DETAIL A" SIZED FOR 6.5% OF NEW AND I I I - - 177 5 FG
lulys
3
REPLACED IMPERVIOUS SURFACE AREA 18" MIN
3 3' BY 30' LONG RIP -RAP ENERGY DISSIPATOR N0.2 BACKING 1.1' THICK OVER 1' DG 175.8 SC1L ENGINEERED SOIL
RL1ER BLANKET 2, OF j" GRAVEL
1735 BTM 25' MIN
UTILITIES O 3/" CRUSHED ROCK
L DEMOISH SEWER LATERAL AND CONSTRUCT NFW 4' SEVER LATERAL PER SDRSD *00- RETENTION ENGINEERED SOIL LAYER SHALL BE MINIMUM 18' DEEPSANDY LOAM SOL ANX NTH NO MORE
S5-01, CONNECT TO MAIN. SEWER LAIERALS LESS THAN 2,Y SLOPE SHALL BE FIELD THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDM MULCH,
SURVEYED. NO SEVER SHALL BE LESS THAN IX SLOPE AND 20-309 TOPSOIL, THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL,
2 PRIVA7E 1' WATER SERVICE TO SERVE GUESTHOUSE AND MAIN RESDENCE PER
5DRID 05-01 BID- RETENTION BASIN DETAIL FOR IMP n
4.
% 4.13
:
Xt 4
2810, 1 rONC
FWD 314' IRON PIPE AND DISC
PERMEABLE PAVERS
LLLLLL
�,
.e 2%
PRIVATE S-TH R LATERAL
S
4
CONCRETE SWALE
-� 4'
NATURAL SUBGRADE PAVER PAT]E1RN RUNNINL
12' MM.
PRIVAIE WATER SERVICE
W
IMPERMEABLE LINER LOCATED
B � P ° O,o ' AND
ABBREVIATIONS.•
TYPICAL ROCK OR GRASS LINED DRAINAGE SWALE
WRS
MAX FROM THE BU @DING FOUNDATON
CB.• CATCH BASIN
B
SUBGRADE TO BE SLOPED 2% AWAY
fROM IHE BUILDING FOUNDATON.
DS DOWN SPOUT
NOTES: NTS
o
FG.• FINISH GRADE
1. PLACE 3 ANCHORS PER SQUARE YARD MAT ERIAL.
fi: FLOW LINE
2 FOR ROCK -LINED OPTION, INSTALL G OTEX WOVEN MONOALAMENT OEU7EXTIE (N0. 117F OR EQUAL) WILN SLOPE LXCfID 5.°L
o
HP. HIGH POINT
m
IE INVERT BEVATON
z
POC: POINT OF CONNEC77ON
5 EACH COURSE SHALL BE MBRATORY COMPACTED BEFORE PLACEMENT G7 NEXT COURSE
TG: TOP OF GRAIL
6. NO IMPERV90US LINER OR FILTER FABRIC IS TO BE USED
TW.• TOP OF WALL
7. SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL
KEY NO TES: 0
DEMOLISHIPR07ECT IN -PLACE ¢ t
1. DEMOLISH EXISTING RESDENCE t
2 DEMOLISH SHED cn
3. DEMOISH BUSHES/TREES m
4 DEMOLISH CONCRETE m
5. DEMOLISH FENCE cr_
6. DEMOLISH BAMBOO 25-00
7. PROTECT POWER POLE AND GUY -WRE IN -PLACE 25.00
SMH
8. PROTECT WATER METER IN- PLACE, ADJJST EASING WATER METER BOX TO GRADE RTM 18317
9. DEMOLISH CATCH BASIN &SUMP PUMP SYSTEM )L 174. 2
X � ;6331 k
NEW IMPROVEMENTS ❑ �^
L NEW GUESTHOUSE PER ARCHI7ECTS PLAN
2 NEW MAIN HOUSE PER ARCHITECTS PLAN LP'
260-x,
£AS£M£NT GRANTED TO SOG&E FOR POLES, WARK
INGRESS AND EGRESS RECORDED 711511947 1,
BOOK 2433 PAGE 430 OF Off 7GAL RECORDS (NO
WDIH SET FOR7H)
hP�: 266 °7`' /
EASEMENT FOR PUBLIC
STREET RIGHT OF WAY S'
PER DOC•
RECORDED ON
3 PERMEABLE DR@EWAY ECO -STONE BY UNh GROUP USA OR APPROkED EQUAL PER
18. , t P „A,;
DETAIL 'C' NTH 6" PCC PERIMETER FLUSH CURB. SEE CONSTRUCTION N07E 17
4. DECOMPOSED 6 RAN17E AREA OVER AGGREGATE BASF 4" OF STABILIZED DG ON 5' OF
SELECT BASE (CLASS 2) ON 12' OF COMPACTED SUBGRADE SOILS
5. STEPS, STAIR & 91E WALL PER ARCHITECTS' PLAN
6. PLANTER PER ARCHITECTS PLAN
7 POOL & SPA PER ARCHITECTS PLAN
8 CONCRETE WALKWAYS PER CONSNUC770V N07F 11
9. 9RAVEL STRIP 75' LONG X 4' NDE X 12' DEEP
10 STEM WALL/DEEPEND FOOTING PER ARCHITECTS PLAN
11. POOL EQUIPMENT. DESIGN BY OTHERS
12 10' NDE 5' THICK PCC CROSS GUTIER
13. MASONRY FENCE NTH OPEN ROW HEAD JOINTS AT BASE OF WALL FOR DRAINAGE
14. 7RENCH RESURFACING PER IDRSO G-24; TYPE B'
15 IRASH ENCLOSURE AREA PER ARCY17]FC15 PLAN
16. 2' WDE X 51HICK PCC RIBBON GUTTER
17. LIMIT OF FlRE DEPAR7M£NT TURN- AROUND
18. PCC CONCRETE ORI"AY PER NOTE 19
19 IMPERMEABLE LINER ADJACENT TO AND EXTENDED FROM 7HE BUILDING FOUNDATION
FOR A MAXIMUM OF 5' HORIZONTALLY. REFER TO DETAIL 'C'
STORM WATER QUALITY0
1. 24' NDE DRAINAGE SWALE PER DETAIL B'
2 465 SF 310 INFIL IRA TON BASIN PER DETAIL A" SIZED FOR 6.5% OF NEW AND I I I - - 177 5 FG
lulys
3
REPLACED IMPERVIOUS SURFACE AREA 18" MIN
3 3' BY 30' LONG RIP -RAP ENERGY DISSIPATOR N0.2 BACKING 1.1' THICK OVER 1' DG 175.8 SC1L ENGINEERED SOIL
RL1ER BLANKET 2, OF j" GRAVEL
1735 BTM 25' MIN
UTILITIES O 3/" CRUSHED ROCK
L DEMOISH SEWER LATERAL AND CONSTRUCT NFW 4' SEVER LATERAL PER SDRSD *00- RETENTION ENGINEERED SOIL LAYER SHALL BE MINIMUM 18' DEEPSANDY LOAM SOL ANX NTH NO MORE
S5-01, CONNECT TO MAIN. SEWER LAIERALS LESS THAN 2,Y SLOPE SHALL BE FIELD THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDM MULCH,
SURVEYED. NO SEVER SHALL BE LESS THAN IX SLOPE AND 20-309 TOPSOIL, THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL,
2 PRIVA7E 1' WATER SERVICE TO SERVE GUESTHOUSE AND MAIN RESDENCE PER
5DRID 05-01 BID- RETENTION BASIN DETAIL FOR IMP n
4.
% 4.13
:
Xt 4
2810, 1 rONC
FWD 314' IRON PIPE AND DISC
n ti'E*4
STAMPED IS 8295 PER MAP 2163
�,
.e 2%
PROTECT IN -PLACE
P 4 T 1� 6_1
a
184.41 l t
Z
-� 4'
NATURAL SUBGRADE PAVER PAT]E1RN RUNNINL
12' MM.
DEEP ROOTED DENSE DROUGHT
TOLERANT PLANRNG SUITABLE
FOR HELL DRAINED SOIL
2' 3' OF HARDWOOD MULCH
CHANGE NO DESCRIPTION
APPROVED DATE BENCHMARK
CITY OF ENfINITAS CONTROL POINT 1048
OATIM•NAWW ELEVATION 173.37'
SCALE
1 " =20'
A$ LNG - ° 177681 ! 774
" CITY - -
ANT HOLDING
�9,3Ss 17812 7-
�tl
HARMLESS FOR
- - - - - - _ - RECORDED
17777 RECORDED ONDOC 3� � c ate, --N
„ x 2(384 - 179.5 5x 1
x.
_: r
:,8?1 17'48
17RJ5 TC A 1',.80 FL
"$7 N78421D 0:5X 79:58
1782 784J rf,-; 3 - 6 :.
/ tT� E i 11
3
s
}t 17869 � 7 1730C e x-- 6 i� 78.95 I <
e
A��,
178J rt RE
q /j8 1 '�� 4 PROPOSED MAN T l
RES�fTVLi� / 5 2
- -- L 6
K SNv t 79:
178.5 OIP ;r FF 180.3
5 PAD 179
T
2 FG 1)7
179.86 BTM:173.5
0_
PAD £L 1790
'n,:G�ESrMO _ n ^ f
fio.ox7
�17
I/:AiX'JI
�-
)`79.25 1
t �
R-2 � f
i� .
a
2
179.5 1325 x1,8.8 �l ;
Xffgl
Q d •
179 Qg 8 ,
r
0'g5 IN'.
8b1 ";
ROCK -LINED OPTON
OVER G 01EX71LE LINING
24' MIN GRASS OR TURF LINED
ANCHORS (]YP) �71Rf RENFORCEMENT
A
7' .5
3 5 ; PL
AM 2hit_uf2
1%
L
x
�i
0
o
FCF
J
Rol
180. 1 'HP
r Z
Lv' J
1
SCALE: 1" _
CONCRETE fLUSH PERIME7ERCURB AND CONTROL JOINTS 0
15' OC PAVERS TO BE FLUSH 'NTH OR LONER THAN CURB
tON DNAL�D PR N11E�AMINL( 61711DA)AL
% SLOPE. CONSTRUCT PER MANUFACTURES 5PECfXA77ONS
BEDDING COURSE - 2' THICK OF VOID fT(LID _ 1%d" TO 3/8'
1/8' TO 318' (N0. 8) AGGREGATE (NO. 8) AGGREGATE IN VODS
CHOKER COURSE - 12" THICK OF
318' TO 112' (N0. 5p CRUSHED ROCK
MD 'M /N 15 TO 3/8° (N0. 8)v PLAN VIEW
AGGh
4 KEY NHEN SHAPE EXCEEDS
FOR ANCHOR 5%
Q'. i" :.' 3 1/8" T
5 MIN
1/82
:116
z 1 MAX. g
�,
.e 2%
MIN.
_
-� 4'
NATURAL SUBGRADE PAVER PAT]E1RN RUNNINL
12' MM.
IMPERMEABLE LINER LOCATED
B � P ° O,o ' AND
PAVER DETAIL WITH CONCRETE EDGES
TYPICAL ROCK OR GRASS LINED DRAINAGE SWALE
WRS
MAX FROM THE BU @DING FOUNDATON
B
SUBGRADE TO BE SLOPED 2% AWAY
fROM IHE BUILDING FOUNDATON.
NOTES• NT5
NOTES: NTS
TYPICAL AT ALL BLDG 1`011NDA17ONS
I. THE DRIVEWAY GROSS SEC17ON WOW MAY VARY DEPENDING ON SOIL LNGNEER R -VALUE
TESTS TO BE CONDUCTED PR16R TO CONSTRUCTON.
1. PLACE 3 ANCHORS PER SQUARE YARD MAT ERIAL.
2 THICKNESS OF AGGREGATE BASE HILL VARY NTH SUBGRADE CONDITIONS AND CLIMATE. TO
2 FOR ROCK -LINED OPTION, INSTALL G OTEX WOVEN MONOALAMENT OEU7EXTIE (N0. 117F OR EQUAL) WILN SLOPE LXCfID 5.°L
BE OETLRUINED BY SOILS ENGINEER
3. FOR CRASS OR TURF OPTON, INSTALL LANDLOK NM 450 TURF REINFORCEMENT MAT W IEN SLOPE EXCEEDS 5%
¢ � u NOg A� E RE ! FR HSS2T 7C) L pAG IF
�� �
T A�N
5 EACH COURSE SHALL BE MBRATORY COMPACTED BEFORE PLACEMENT G7 NEXT COURSE
6. NO IMPERV90US LINER OR FILTER FABRIC IS TO BE USED
7. SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL
ASBUILT w a r. I UrtAg1Y II/: I
Ulr!AU IIr. ENGINEERING DIVISION APPROVALS
0CENT L. SAANPO DALE
PLANS PREPARED UNDER SUPERWSION OF
WNCENr L SAMPO
ENGINEER Or WORK
DATE: ID 1 i li
R.C.E. NO.: 44173
EXP. 6 JO119
DATE
CNiRZM i4Ls R L.MA6GOSK0
DATE
f%STNG GROUND
70 BE 600 RBED
CONSTRUCTION NOTES
L BEARINGS AND DISTANCES SHOWN HEREON PER MAP 2163.
2 A PRELIMINARY PTE REPORT PREPARED BY 1771E 365 COMPANY DA7ED MAY
24, 2016 AS FILE NO. CA0410- 16005717 -41 WAS REVIEWED FOR EXIS17NG
ON-97F EASEMENTS AND SAID EASEMENTS ARE PLOTTED HEREON.
3 ALL EXIS77NG AND PROPOSLO UTLITY LINES SERNNG 7HE SUB"ECT PROFERTY
SHALL BE INSTALLED UNDERGROUND.
4. ACCESS ROADS SHALL BE DESIGNED AND MANTAINID TO SUP T THE
IMPOSED LOADS OF NOTLESS THAN 75000 POUNDS AND "BE PROVVED
WITH AN APPROVED PAVED SURFACE TLS PROVIDE ALL-*( ER DRYWNG
CAPABILITES
5 IF ANY MONUMENT IS DIS77JRBED OR 99100YED IT SHALL BE REPLACED BY
A LICENSED LAND SIURIfYOR AND A OMER RECORD SHALL BE FILED WITH THE
COUNTY AND SHALL BE SUBMl17ED -`�O THE ENGINEERING DIVISION PRIOR TO
RELEASE OF SECURIRES A P.l1RAlf MONUMENTAROV BOND MAYBE RElk11RID
AT THE DISCR£TON OF, T F-OTY ENGINEER.
6. ALL ON-5511F DRAIN DRAINAGE SWALES AND BMP AREAS ARE
PRIVAIE ANO SWALL BE MAINTAINED BY THE PROPERTY ONNER
7. =WALL ELEVATONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO
EXISTNG GRADES AND SOIL FNONEER RECOIIMENDA77ONS SOL ENGINEER SHALL
DETERMINE FINAL WALL FOOTNG DEPTHS
8. ROOF DOWNSPOUTS TO BE DISCHARGED INTO LANDSCAPING AREAS PRIOR TO
DISCHARGE TO THE SATSFACTON OF THE CITY ENGINEER. WATER SHALL NOT BE
ALLONED TO POND ON SITE AND SHALL NOT DRAIN TOWARD BUILDING
F)UNDATONS
9. CONTRACTOR TO LOCATE AND PROTECT IN -PLACE ALL EXISTING WATER
SERVICES AND WATER METERS
10 ALL STREET SIGNS, LIGHTS LAMPS UTILITIES ETC. LOCATED WINN THE
PUBLIC RIGHT- OF-WAY SHALL BE PROTFCIED IN PLACE DURING CONSTRUCTION
OR REPLACED TO THE SA777ACPON OF THE CITY ENGYNEER.
11. CONCRETE SIDEWALK AND PA NOS SHALL NOT BE LESS IRAN 4' PCC OVER
2' CLEAN SAND REINFORCED NTH N0. 3 BARS 18' O.C. IN BOTH DIRECTONS
THE SLAB SHOULD BE UNDERLAIN BY A MINIMUM 20 INCH COARSE SAND
BLANKET (SE. GREATER THAN JO NHERE MOISTURE SENSIBVE FLOORS ARE
USED, A MINIMUM 10.0 MIL WSQU EN, STEGO OR EQUIVALENT MOISIURE BARRIER
SHOULD BE PLACED OVER THE SAND BLANKET AND COVERED BY AN ADDITONAL
TWO INCHES OF SAND (S E. GREATER THAN 30)
12. ALL IMPROVEMENTS BUILT IN 771E PUBLIC RIGHT OF WAY NOT TO SAN DIEGO
REGIONAL STANDARDS ARE TO BE PRIVATELY MAINTAINED BY THE RESIDENT
13 SF£ SHIFT 3 FOR TEMPORARY ERO -70N CONTROL MEASURES AND
COYSNUCRON BEST MANAGEMENT PRAC77CES
14. UNLESS NOTED OTHERNS F ALL ROADWAYS SHALL BE A MINIMUM WIN
NDTH DURING CONSNUC77ON AND MAINTAINED fR£E AND GEAR INCLUDING
PARKING OF VEHICLES IN ACCORDANCE NTH THE UNIFORM f7Rl'CODE AND CITY
O-ENGNITAS FlRE DEPARTMENT.
15 ALL THE NVRK PROPOSED ON THIS PLAN IS DV71RELY WINN THE
APPLICANT'S PROPERTY OR WINN THE EASEMENT 771A APPLICANT HAS R1075
ON LF ANY DISTURBANCE TO ADJACENT PROPERRES NOT SHOW ON 7HEf
NRITNG AND SUBMITTED TO THE 67TYIS GROUNDS FOR A STOP-NORK TO BE
ISSUED FOR THE PROTECT UN71L THE REQUIRED PERMISSION IS OBTAINED.
16. ALL UPLI77ES SHOWY HEREON ARE APPROXIMATE CONTRACTOR TO VERIFY
LOCA77ON AND ELEVA776NS PRIOR TO CONSNUCTON.
17 PERMEABLE INIERLOCKING CONCRETE PAVERS PAVEMENT STRUC714YAL
SECTION (DRIVEWAY SHOULD CONSIST OF 3 ' PICP, OVER A MINIMUM OF 2' OF
ASIM N0. 8 BED01, G COURSF/CHOIE STOP , OVER A MINIMUM OF 12" OF ASIM
NO. 57 STONE BASE COURSE, OVER A MNIMUM OF 12' OF 95% COMPACTED
SUBGRADE. BEDDING COURSE /CHOKE STONE AND BASE COURSE STONE SHOULD
ALSO BE NELL COMPA)CIED, CONSOIDA7ED AND INTERLOCKED (AVOID CRUSHING
THE UNDERLAIN PIPES WIH HEAVY CONSIRUCTON EQUIPMENT ASIM N0. $ NO.
9 OR NO. 89 WOiLIf BE USED FOR JOINT MATERIALS, DEPENDING ON THE
JOINT SIZE AND PER MANUFAC7URER RECOMMENDATONS 7HE PERMEABLE
INMOCKNG CONCRETE PAVERS ALONG 7HE REAR OF IRE RESIDENCE IS
ADJACENT 70 AND IN CLOSE PROXIMITY TO FOUNDABONS IRE PAVEMENT
SECTION SHOULD INCLUDE AN IMPERNOIS MEMBRANE THAT INCORPORAIES A
SUBDRAIN.
18. M001F7CA71ON OR REMOVAL OF THE STORM WATER POlUTON CONTROL
FACILITES NIHOUT A PERMIT FROM THE CITY IS PROHIBITED.
19. CONCRETE DRIVEWAY SHALL NOT BE LESS THAN 55' PCC OVER 12' OF
COMPACTED SUMADE SOILS SUBGRADE SOILS SHOULD BE COMPACTED 70 A
MINIMUM OF 95% OF THEIR LABORATORY MAXIMUM DRY DFJVS7TY. CONCRETE
SHOULD BE REINFORCED W7H NO. 3 BARS PLACID 18 INCHES ON CENIER IN
BOIH DIRECTONS.
pFESS /p,V9\
��� �T E S;y� `mac,
� � Ao z
r No. 44173
a} 06- 3{3-19
37971 �CiCA1-XF��a\P
'L
U�
x ♦ INDICATES ELEV. GROUND
1 PER PLAN
GRO
�
"-i
2 AHI
24'�i
$G%ONCRETE GUTTER
CITY OF EN C I N TA S- PUBLIC WORKS D EPA R T MEN T
1265 RUBENSTEIN A VE
RUBENSTEIN GARDEN RETREAT
APN.•160 -07128
NTS
JN.• 16 -131 10/9/1
k po
Ile
ENOI NEERI NO, INC.
AW"RWA 9Aff 21.E DIA NTA$ CA MN
WING NO.
7 -6
SHEET20f 3
z