2018-13716-G (Plans)RIGHTOFWAYN07F
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT fROM THE ENONEENNG 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
RESPalISTREITYOF THE OWNER TO KNOW NE?EHIS,40 PROTERTYLIELS
DRAWAGEN07F
NO CONCENTRATED DRAINAGE FL0W5 ARE PERMITTED OVER ADJACENT PROPERTY LINES WRIER IS 70 DRAIN AWAY FROM STRUCTURES
FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND LE CONVEn TO AN APPROVED ORAWAGE FAQUTY
IITII m. unTr
ALL URURES SERVING THIS S17E SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
I. All NOW SHALL BE DONE IN ACCORDANCE NTH THESE PLANS I f STANDARD gfffrA7KNS FOR PUBLIC WORKS CONSTRUCTION,
7HE DESIGN CONS7RUCON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REMOVAL STANDARD DRANNGS ANY
CHANCES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENNGNEER PRIOR 70 ANY REQUEST FOR INSPECTION
2 THE SOILS REPORT TITLEO 'CEOTEMNICAL EVALUATION PROPOSED RESIDENCE NEWCASTLE AVENUE ENCINITAS, SAN DIEGO COUNTY
CALIFORNIA' DA7ED APRIL 6, 1017 AND " ADDENDUM I TO GEOTECHNICAL EVALUATION AND RESPONSE TO COMMEHIS PROPOSED TNN
HOMES' DATED JX 5, 2017 SHALL BE CONSIOM AS A PART OF THIS GRADING PLAN ALL GRADING SHALL BE DONE IN ACCORDANCE
NTH ARE R£COMMLNOAPONS AND SPECIRCA71OVS CONTAINED IN SAID REPORT AND ADDENDUM 1.
3 SEPARATE APPROVALS AID PERMITS FOR ANY CO MICTON NIMV PUBLIC RIGHT -OF-NAY OR £400TS SNAIL BE REQUIRED IN
CO )NCRON NTH IMPROVEMENT PLANS
i1; is7)/ IXi7NX;T�1,t1L�TILTE9;L14I1�i1� r::, r1 71 ,;:1 � .
5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPER77ES 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 WHICYH IS DISTURBED OR DESTROYED SHALL BE
RE- ESTABUSHED AND REPLACED BY A REG1SIDED CIVIL ENGINEER AIR A LKENSTI LAND SURVEYOR.
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 3HMQ, AND SHALL BE RESPONSIBLE
FOR CONFORMING TO ALL LOCAL STAlf AND FEDERAL SAFETY AND HEAL)H STANDARDS LAWS AND REGULATIONS
8 GRADWC AND EQUIPMENT OPERATING NI1N1 ONE -HALF (U12 MILE OF A SI YiCIURE FOR HUMAN OCCUPANCY SHALL NOT BE
CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. AND 7.•30 A.M. ON SA7UROAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS
9 NO ORADRI OPERATONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION !BEING HAS SEEN HELD O SIX NTH THE FOLONNG
PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION
METING 91ALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSNUCON MATERIALS TO ANY PROPOSED CONSTRUCON SIE NI HIN THIS PRO,ECT THE DEVELOPER
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM IHE CITY ENGINEER FOR THE PROPOSED HAGS ROUTE TFE DEVELOPER STALL COMPLY
W N ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS 70 THE HAULING OPERA 710N
It UPON FINAL COMPLETION OF TFE KWK CINDER IHf GRADING POUT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
RELEASE OF SECURITY, AN 'AS GRADED CERRFICAAGN' SHALL BE PROVIDED STATING.• 'THE GRADING UNDER PERMIT N0. 13428 -G HAS
BEEN PERFORMED TN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED
PLAN ". VWS STATEMENT SHALL BE FOLOWEO BY THE DATE AND SIONATGIRE OF THE EVIL ENGINEER 41HO OERTTRE.S SUCH URADNO
OPERA NOW
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 BACKIILLS AND COMPACTION OF TRENCHES HE STALL SUBMIT SOILS
REPORTS AS REQUIRED AND NLL IETERMYNE THE SXTAB#JIY OF ANY TILL MATERAL. UPON COMPLETION OF GRAO/NG OPERATIONS HE
STALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL
EMBANKMENTS AND EXCAVA TONS ARE ACCEPTABLE FOR MW INILTIOED USE
13. THE CONTRACTOR STALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSTIVf DRAINAGE AND PREVENT FUNDING OF
IER. HE SHALL CONTROL SIRFAGE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES DR FINISHED #DIRK ON THE SITE AND
STALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNRL SUCH TIME AS PERMANENT DRAINAGE AND
EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14 ALL AREAS TO BE RLLED 91ALL BE PREPARED TO BE FILLED AND TILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD
SPECHf7CATON. ALL VEGETABLE MATI£R AND 0&EGITONABLE MATERAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON NHICH THE FILL IS TO BE PLACED LOOSE TILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE RRM NATURAL GROUND.
THE EXPOSED SOILS SHALL HE SCARFED TO A DEPTH OF 12 INCHES AND TEEN COMPAC70 TO A MINIMUM OF 90 PERCENT IT SHALL
BE THE CONTRACTORS' RFESPONSBILLTY TO PLACE; SEREAQ WATER AAN CC PACT THE fZL N STRICT ACCORDANCE NIH SPEOFICAIIONS
15 CUT AND FILL SLOPES SHALL BE CUT AND IRIMMEO TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION.
THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE S1AP£D, PLANTED, AND IRIMM£D AS DIRECTED BY IRE ENGINEER OF WORK
AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR
EMBANKMENT SLOPES NHICH ARE LIABLE TO BECOME L009JO SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE CRADNG ORDINANCE.
16. ALL TREES BROW GRASS AND 07YER OBECRONABLE M47ERAL SHALL BE COLLECTED, PILED OR O7HLRNSE DISPOSED OF OF THE
SITE BY IHE CONIRAC70R SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND RNISHfD APPEARANCE FREE FROM
UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS BONED? AND CITY ENGINEER PRIOR
TO THE DISPOSAL OF ANY SUCH MATERIAL.
II THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSiS7ENT NTH THE QTY'S URBAN FOREST MANAGEMENT PROGRAM. TREES
LOCATED NINLN CITY STREET RGHT -OF -WAY, ON CITY PROPERTY, OR NTHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND
SMALL HE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPEWALLY APPROVED OTHERWISE. NO GRADING EXCAVATION, OR
DISTURBANCE' OF CITY TREE ROOT SYSTEMS SHALL OCCUR MINN THE CITY TREE DRIP LANE AREA ( Alf AREA FROM THE TRUNK OF A
TREE TO IHE OUTERMOST EDGE OF THE TREE CANOPY PROIC77ON ON THE GROUND. lF A CITY TREE IS NOT QEARLY LABELED TO BE
REMOVED, IT MUST BE PROT£C7ED IN PLACE EVEN LF APPROVED IMPROWMEN75 ARE N CONFLICT NTH A CITY W,, IT MUST NOT BE
D1S7VR9m UNLESS IHE PLAN IS REVS D TO ADDRESS THE TREE REMOVAL
CH��Fl�
m
o
� z
o
SAN fVJO
LAGOON
VICINITY MAP
Nor r0 SCALE
EROSION CONTROL
1. IN CASE EMERGENCY #DIRK LS REQUIRED, CUITACT MARAN AND LYNN MCCOMAS AT (858) 750- 8105, 24 HOURS A DAY.
2 EQUT%WT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURNG THE RAINY SEASON (OCTOBER 1
TO APRIL I$ ALL NECESSARY M401ALS MAIL BE STOUGPIIED ON SITE ON OCTOBER 1 AT ONVENlfNT LOCATIONS TO FAOUMIE
RAPID CONSIRUCROI OF 7EMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT
3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MOD1FlEU WSOUT TIE APPROVAL OF WE ENGINEERING INSPECTOR
4. THE CONTRACTOR STALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 70 THE SATISFACTION OF THE CITY ENGINEER
AFTER EACH RUN -C4F PRODUCING RAINFALL
5 THE CONTRACTOR STALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
INCOMPLETE GRADING OPERATION OR U10fDREYE7N CIRCUMSTANCES N# CH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS
THAT ARE UNSAFE OR ARE POIDI MLLY UNSAFE
7 ALL £BOSTO)V CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HER£CN.
8 GRADED AREAS AROUND 7HE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY.
9 ALL REMOVABLE PROTEC71W DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH #WOO DAY MIEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOO AFTER EACH RAINFALL.
STORMWA TER POLL U77ONCONTROL POSTCONSTRUCY70NBMPIIMPNOTES
1. FOR STORM WATER PO:LU71 N CONTROL PURPOSES, ALL RUNOF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAM SHALL
DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR 70 COLLECTION AND DISCHARGE ONTD THE STREET AND /OR INTO THE PUBLIC
STORM DRAIN SY57EM.
2 GRASS AND LANDSCAPE AREAS DfSLU 40 FOR STORM MAID? P"MY CONTRA SHALL NOT BE MODIFIED NINOIT A PERMIT
FROM 7HE CITY.
J. ALL RVXXUS AREAS #UN THE SITE SHALL DRAIN TO APPROVED BMP1lMP FACILITIES ANDJOR TO TURF OR LANDSCAPED AREAS
WN ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
BMPIIMP FACILITY AND /OR IHE NRF/LANDSCAPED AREAS
4. NO DRAMS SHALL BE INSTALLED N H4NDSCAP4 DRI"AYS OR ANY OTHER IMPERVIOUS AREA UNLESS TIE FLOW FROM TIE DUN
DISCHARGES TO AN ADEQUATE IMPAMP.
5 IHLV4if'AYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD TIE IMPIBMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM
7HAT IS DESIGNED 70 COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMPIm..
6. ALL S7WMW4 TER VIDU P FAC UTES SHORN HEREON SHALL NOT BE MGM OR ALTERED NTOQUT A FONT FROM THE CITY.
7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN DN THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR
THAT A SEPARAIF ENGINEERNG PERMIT BE CNTAINED
8. ALL EXISTING AND PROPOSED 7RASN ENCLOSURES SHALL BE FITTED TO COMPLY NTH STORM WATER BEST MANAGEMENT PRACTICE
REQUIRBOTS DIE TRASH ENCLOSURES SHALL HAVE ANTNPERWOUS NON - COMBUSTIBLE ROOF THAT NLL NOT ALLOW RAIN WATER TO
ENTER THE FVaOSIRE 7HE ENCIOSWE ,SHALL BE LOOGABLE AND LOCKED NVEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL
OPENINGS TO HOLD IN ANY UQUIDS THAT ESCAPE FROM THE DUMPSIER AND TO PREVENT ANY FLOW OF STORM W47ER THROUGH 771E
7RA91 ENCLOSURE AREA 711E BERM CAN BE CONSIRUCIE0 NOE AND FIAT 70 ALLOW ROLLING OF THE DUMPS7ER IN AND OUT THE
ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A (WAIN THAT DISCHARGES TIROUGH AN ADEQUATELY SIZED 0111 CREASE
SEPARATOR AND IS THEN RLTERED THROUGH A CITY- APPROVED HYDROCARBON RLIER AND DISCHARGED INTO THE PUBLIC SANITARY
SEW SYSTEM, NOT TO PLANTERS OR 771E STORM DRAIN SYS7EM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS
STRUCUURE.
SAN DIEGUITO WATER DISTRICT NOTES'
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD 9DECIRCA77ONS OF THE
CURRENT WATER AGENCES' STANDARDS COMM17EE (WASC).
2 REVIEW OF THIS PLAN BY SAN DI£GU170 WAIL? DISTRICT DOES NOT COVS777UTE REPR£SENTATIOV AS TO IHE ACCURACY OF, 7HE
LOCATION OF, OR INE EXISTENCE OR NON- DUSIENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE NININ THE LA07S OF 7FXS
PROJECT.
3 ALL EXISTING FACILITIES WHIOH MAY AFFECT FINAL DESK/M, LE, LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL
BE FIELD VERIFIED. ALL EXISTING OR PROPOSED L17TUTY CROSSING NTHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE .MONK ON
IMPROVEMENT PLANS ELECIRKAL AND SENER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO
WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCAIE AND /OR ANEST TO GRADE ANY EXSANG WATER FACILITY (TIRE HYDRANT
METERS VALVES VALVE BOXES ETC) W11CH IS AFFECTED BY 771DR PROECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS lF FACILITIES DO NOT MEET STANDARDS TNE7N IIHEY SHALL BE FADED
TO CURRENT STANDARDS AT TIEOWIER'S EXP£INS:
F�% t7F/ FiiI7IL'% ' % %i7I,TPl'1.frl.'Ij�74J(7illrt :f4;1Jf;7T!r4 j!PLeIiL1/a:Z74: i h
6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED SEMEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS
7 ALL WA 7D? SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER IRAVELED WAYS. WATER METERS MUST BE IN
FRONT OF IHE PARCEL IHEY ARE SERVING
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSIRUCON OR REPAIR OF
ALL POTABLE WATER SYSTEM EFTECAVE JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, 771E 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 NTH CATHODIC PROTECTION N
ACCORDANCE NTH AV -17 OR WC -18
STORMWATER POLLUTION CONTROL BNP NOTES RELATIVETOCONSTRUCTUNACTLVLTIES
CONCRETEWASNOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED COVORETf
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WA91 CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND
THE LKF INTO THE STORNWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESMNAITIC THE
WASHOUT LOCATION.
CONSTRUCTI NNSITEACCESS
A STABIIIZED CONSTRUCTION SITE ACCESS .MALL BE PROVIDED FOR WjWaES ECRESS AND NOESS 70 PREVENT NACM0 DIRT OFF
SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS r CRUSHED ROCK AND /OR CORRUGAID) STEEL PANE TS/PLATES,
CONSTRUCTION VE# CLES
A SP£CIRC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION WNICI£S PARKING, V lff
REFUELING, AND ROUNNE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSIONCONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST
EROSION BY INSTALLING EROSION RESISTANT SIMFACES SUCH AS EROSION CONTROL MATT ADEQUATE GROUND COVER VEGETATION, AND
BONDED R89 MATRIX
NO EXCAVA170V AND GRADING AC77WTIES ARE ALLOWED DURING #f7 ME47HER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SIZE CONTRACTOR SIAM' PROTECT
CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROIECT3 SHALL BE CONDUCTED IN PHASES TO AVOID
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS HNNECESSARILY,• THEY hfLP DECREASE
EROSION.
7EMPORARY VEGETATION MUST BE PLAN70 ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION COVTRO
PURPOSES ER09ON SHALL BE PREVENIED BY PLANTING FAST- GRONNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND 8900 THE
SOIL
PLANT PERMANENT VEGETATION AS SOON AS POSSILTLE, ONCE EXCAVAT OM AND CRALXNG ACRV VIES ARE COMPLETE
WATER USAGE FOR DUST CONTROL STALL BE MINIMIZED.
0AWFCONSTRIJ070NNATERIAL STORAGE
S70REO MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CON7RACTOR SHALL STORE THESE
PROW7S WHERE THEY NLL STAY DRY OUT OF THE RAT! CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON-SITE ELIMINAIF OR REDUCE POLLUTON OF STORMWAID? FROM STOCKPILES KEPT ON-577E STOCK MS MAY INCYUDE SOIL,
PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWAIER STORMWATfR FIOWS AND S7" DRAIN /MIN STOCKPILES SHALL BE COVERED OR PROTECTED N7H SOIL STABILIZATON
MEASURES AND PROWLED NTH A 7WORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL T!W£S
TRAINING
CONTRACTORS' EMPLOYEES NIO PERFORM CONSIMUCTKXN IN IH£ CITY OF ENCINITAS SHALL BE TRAMMED 70 BE FAMILIAR NTH THE CITY
OF ENCINITAS S7ORMWATER POLLUTION CO7O REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE 70 EVERYONE WORIDNG ON S77E.
THE PROPERTY OVNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCON7RACTORS ABOUT STORMWA TER REQUIREMENTS AND THEIR
ONN RESPON95VIIES
WASIEMANAGEMENT
CONTRACTOR SHALL BE RESPONSBLE FOR PROP£RY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF
UNUSED OR WASTE PRODUCTS ON THE GUM, *ERE WATER CAN CARRY ITEM INTO THE CONVEYANCE SYS7EM IS STRICTLY
PROHIBITED
NO SEEPAGE FROM ANY DUMPSIER SMALL BE DISCHARGED INTO S7ORMWATER. BERMS/DIKES STALL BE PLACED AROUND ALL DVMPSTLRS
TO DIVERT 111£ NATURAL STORM RUNOFF. DUMPSIES SHALL BE OHEXED FREQUENILY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED
AT ALL TIMES DUMPS7ERS NTHOUT LIDS SHALL BE PLACED NTHIN STRUC7URES NTH IMPERVIOUS ROORNG OR COVERED NTH TARPS IN
ORDER TO AVM RAIN CONTACT NIH ANY TRASH MATERIAL.
MANY CON57RUC77ON MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS VEHICLE RUIDS BROKEN ASPHALT AND CONCRETE; WXll1
AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MA7ERALS MUST BE TAKEN TO AN APPROPRIAIE LANDFILL OR DISPOSED
OF AS HAZARDOUS WASTE FOR NFORMATON ON DISPOSAL OF HAZARDOUS MATERUAL, GALL THE HAZARDOUS WASTE HORM TOLL fRFf
AT (800) 714 -1195. FOR INFORMATION ON LANDFLLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EOILPOSfO SURFACES PLAGE NASI CANS AND RECYCLING RECEPTACLES AROUND THE SITE
[loll r• ,1 , rrNr „�,.., r,.r . •1,1 , r r,. /yI' r�� . r. ..r r r r.•
u :_I„ i :�i r.:lR'6i .:. rl. l if {i r,,, r,1.,,6is/ r,1 i(l. .:
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM IRE STREET, CUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK
AND CLEAN UP MAI£RIAL THAT MAY HAVE IRAVELED AWAY FROM CONSTRUCTION SIIE
FOR MORE INFORMATION ON STORMWAIER POLLUTION C0)VNa MEASURES AND REQUIREMENTS PLEAS= CONTACT THE ENGINEERING
DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770.
.IATIFlAITIAI /P
L TTE EXISTENCE AND LOCATION OF UND&OffiIND UTILITY POPES AND STRUCTURES SHOW ON AESE PLANS #ERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS TO IHE BEST OF OUR KNONEDCf THERE ARE NO EXISTING U77LIRES EXCEPT AS SHOW ON THESE
PLANS HOWEVER THE CONTRACTOR IS REQUIRED M TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY ENS77NG U77LIBES OR
STRUCTURES LOCATED AT THE #VRK SlE IT IS INE CONTRACTORS RESPONSINUTY TO CONTACT IHE FOUONNG OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR WRIRCA77ON AND LOCATION OF UPLI77ES AND NOTIFICARON OF
COMMENCEMENT OF #DIRK.•
A. SEVERS - CARDIFF SANITARON DSTRCT - (760) -633 -2700
B. CAS & ELECTRC - SDG£ - (760) 438 -6201
C. WATER - SAN DIEGUITO WATER DISTRICT - 1- 600 - 227 -2600
D. TELEPHONE - SBC BELL - (760) 489 -3411
E. CABLE TV - COX COMWNICA17ONS - (760) 806- 9609 X2233
2 CONTRACTOR SHALL NOTIFY IHE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROECT
PHONE: (760) 633 - 2770.
J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. (760) 633 -2770. ALL WORK PERFORMED
NRHOUT B007T OF INSP£CON NLL BE SUBECT TO R&ECTON AND REMOVAL
I M PER V L 0 US A R EA S V MMA R Y
IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 0 SF
ERVIOUS AREA AFTER CONSNUCTIIL• 3,654 9
IMPERVIOUS AREA INCREASE. 3,654 SF
AFERVIOUS AREA NEW110OVE AND REPLACE.• 3,654 SF`
S70RM WATER STATEMENT
THE BIORETENRON BASINS HAVE BEEN SIZED USING THE SIZING FACTOR OF 4X OF THE INCREASED 1MPERWOUS AREA.
3654 SF X 0.04= 146 SF REQUIRED. 154 SF PROVIDED.
FIELD OPERATIONS 1 PLAWINGDUSION
VIA r
;SIGN DATE
OWNER
MARTIN AND LYNN MACCOMAS
1069 DOUBLE L. RANCH RD.
ENCINITAS CA, 92024
SITEADDRESS
2329 -2333 NEWCASTLE AVENUE
CARDIFF, CA 92007
ASSESSORS PARCEL NO.
261 - 053- 06, -07
DATEOFSURIEY
NOVEMBER, 26 2016
LEGAL DESCRIPTION
LOT 39 AND 40 OF BLOCK 16 OF CARDIFF, IN IHE COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO MAP INEREOF NO 1298, FILED IN 7HE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY NOVEMBER 14, 1910
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGXST HAS
BERN OR WKL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND
ADVISE ON THE COMPACTION AND STABILITY OF THE 877E
I (AE) HEREBY AGREE 701NDEMNLFY DEFEND, AM HOLD CITY AND CITY'S
O7/CFRS DfRaYS EMPLOYEES AND AGENTS HARMLESS FROM, AND AGAINST
ANY AND ALL LIABIUAES CLAIMS DEMANDS CAUSES OF ACTIONS, LOSSES,
DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE THERfDF, ARISING OUT
OF OR IN ANY MANNER CONECIED DM'ECRY OR INDIREC7LY NTH ANY ACTS OR
OMISSIONS OF OWNER OR OWNER'S AGENTS EMPLOYEES CONIRACTORS
SUBCONTRACTORS OFFICIALS, OFRCERS OR REPRESENTATIVES FOR ANY AND ALL
#YWK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTOO DIRECTLY OR
INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY
OR PUBLIC EASEMENTS
SIGNATURE•
IN MCCOM 6 AS
N DAIE• Y 1-Z P
MCCOMAS
S TA T EMEN T O F EN G I NEER OF W O R K
LEGEND
PROPERTY BOUNDARY
PROPERTY LIE /RIGHT Or WAY
SET BACK LINE
DOSING CONIOUR
EXISTING ELEVATION
ELEVA701V PER GRADING
PLAN NO 13155 -0
NEW ON
NEW ELEVATIOM
DRAINAGE SWALE
DIRECRCN OF FLOW
CONCRETE PAVEMENT
CONCRETE MASONRY RETAINING WALL
7RENCH DRAIN
BUILDING RETAINING WALL PER
AROITECIS
AC PAVEMENT
9O- RE7DIlW N BASIN
PRIVATE CATCH BASIN
PRIVATE GRAVITY STORM DRAIN PIPE
PRIVATE SEWER GRAVITY LATERAL
PRESSURE PIPE
PRIVATE SUBDRAIN PIPE
POC
SYMBOL
833(7
92.2
Ca3�
83.30
-SD SD-
zzz
- SD�SD-
-SD- SD-
-S- -S
_p - -P -
-SUB- SUB -
TIE UNDERSIGNED BONED? AGREES THAT THE WORK fERFDRWO BY THE ENGINEER STALL COMPLY NTH THE GENERALLY ACCEPTED
STANDARDS AND PRACTICES OF DIE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT TIE #IRK PERFORMED
RERUN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE
ENGINEER CONIRGLS SUCH PERFORMANCE RE ENGINEER AGREES INAT ANY PLANCHECK OR RENEW PERFORMED BY 7HE CITY O
ENCINITAS IN ITS CAPACITY AS A PUBLIC ENRTY FOR 7HE PLANS PREPARED BY THE ENGINEER IS NOT A DEMWINARON BY ITE CITY OF
BONITAS OF THE IECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT 7HEREFORE DOES NOT RELIEVE THE
ENGINEER OF RESPONSBIUTY FOR AHE PLANS OR DESIGN OF 1NPROVFMENI5 BASED 7HEREON. TIE ENGINEER AGREES 70 INDEMNFY AND
HOLD CHARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJJRY
ARISING SOLELY FROM THE NEGUGLiNT ACTS ERRORS OR 0,41SSONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING
N7HIV THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY IIHE ENGINEER
SONARAE.• < DA7E.•�B
VINCENT L SAMPO
COMPANY:• SAMPO ENGINEERING, INC.
ADDRESS. 171 SAXONY ROAD, STE.. 213 ENCINITAS CA. 92024
PHONE NUMBER.• (760) 436 -0660
RCE EXPIRES 6130119
I, CHRIS E. LILLBACK, A REGISTERED CM ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY 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 WTHIN THIS S77E WAS MADE BY ME OR UNDER MY DIRECTION ON APRIL 6, 2016 AND JUNE 5,2017. ONE COMPLETE COPY OF
THE SOILS REP OMPI F STUDY, N7N MY RECOMM£NDARONS, HAS BEEN SUBMITTED TO TIE OFFICE OF THE CITY
ENGINEER. FU i H WED THESE GRADING PLANS AND /T IS OUR PROFESSIONAL OPXNION THAT THE RECOMMENDATIONS
INCLUDED IN R1 OL THIS ROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AN SPECiFI A
SIGNED: 11/1 PROFESS __
o Ao ON A L
!S K CE 0
QF Nql
b wa �
fi� a
5 5 E t
� 5� GFO
i Q o
TI
306 NHit R 1636 -CR
No. 35007 F m
��20� /fI
� TIMOTHY EDWARD �
a MN. 1142E --
N. 1142
GEOTEK, INC
A
* Exp
-i
710 E PARKRIDGE AVE. SUITE 105
- -- *
cEarraeo
eN ERTI iED
CORONA, CA 92879
p
�rFOF
GEOLOGIST
AILIf_ Obi
OF CAOFG��
MAXIMUM VERTICAL OLT& OF CUT = 9 FEET
MAXIMUM VERTICAL DEPTH OF FILL = I FEET
CUT = 1,182 CY
FILL = 8 CY
EXPORT= 1,174 CY
REMEDIAL = 415 CY (3.0' REMOVAL AND RECOMPACRON UNDER, AND 5' OUTSIDE OF BUILDING AREAS)
I BMPPRO.IECTSTATUS
STANDARD
PARKSANDRECREATION 1 SAN D/EGUITOWA TER LNSTRCT j ENCINITAS FIRE DEPARTMENT
Ell
i A i 1
ULJLLW HT• LKAWV 111: LWLa-V EST•
CHANGE NO. DESCRIPTION APP DIVED DALE BENCHMARK AS�UILTAPPROVALS AD 2 ENG /NEER /NGDIV/S /DNAPPROVALS C/ TYOFENC/ NITAS- DEVELOPMENTSERVICESDEPARTMENT DR9W/NGNO.
T D 4I(AI TOOT p ( $ lS ELEVATION• 25" SD. CO. ENGINEERS DISK STAMPED 'DC / ��I�T� S Z DATE PLANS PREPARED UNDER SUPERVISION OF RECOM ENDED.' APPROVED,' GRADING PLAN FDIC 2329 2333 ?
0 LL 136;1968 IN EAST NNG WALL OF THE NORTH END OF THE v I� PUBLIC WTAPK V l 1`i ,/ q�,/C /►
NORTHBOUND /HIGHWAY 101 BRIDGE OVER SAN ETIJO LAGOOON, PLANNING 7 DATE : ESS WENS CHRI� L AGD SGU CARDIFF l%VINHOMES 1 i6-
O APN.•26f -053-06,07
PER REC'fRD G#- SURVEY 18416. .0 A R.C.E. N0.: 44173 �/ 3�� � LG�J'�u' .30. e�d/fl
REVIEWER 1 VINCENT L SAMPO J
ELEVATION.• 16.938' DA 71)M. NAND 88 1 19 1NSPFrrt7R I t FNOYNFFR 2F WORK EXP. 6030/19 VAIE ' VAIL ` PLANNING CASE N0. 17 -081 DR /GDP SHEET f OF3
13 u
a;
Z
D �
ez
w
cn Z __
24 -MIN, U.N.O. -
GRASS OR 7URFLINEO ORON OVER
Y i ANCHORS (])P N� �OR(EMEVT
ER SCE �SG
d
u .effl1•I I II I I, I II I I1, tI1
t
1 -NOI-
I. PLACE 3 ANCHORS PER SQUARE YARD Or MATERIAL.
2 FOR GRASS OR 7URF OPTION, INSTALL LANDCDK NM 450
TYPICAL DRAINAGE SWALE REMVORCEMENT MAT: �. -
- v r" A
2" .... ►1 4 -B'
i
NEWCASTLE A VE. 3s'
3' {FIDE BY 4" DEEP HEIR CUT OUT O-
TW 80.8 10P O WALL FL MW 80,57,
�q.3 _ �-
2V' CONC. IE ' fG I I I =f
APRON 0 OUTLET �l8' ( COBBLES FOR ENERGY DISSlPA]IOJ
r �� ��l=
CINO(ER COURSE - 2' ]HICK OF
12" ]HICK LAYER - 7 118' 70 318' (N0. 8) AGGI7£G41E
3f4' GRAVEL ".
BIM 771. 18' MIN. ENGINEERED SOIL KNISH GRADE
12" MIN, (FG) 79.8 *SEE NOTE BELOW
BIORF 77ON BASIN
NO SCALE B
•ENGINEEIRID SOIL 1AYER SHALL BE MINIMUM 18' DEEPSANDYCOAM SOIL MLX WITH NO
MORE THAN 5X CLAY CONTENT W MX -WALL CONTAIN 50408 SAND, 20-30%
COMPOST OR HARDWOOD MULCH AND 20-30% TOPSOIL
THE ETfECTIVE AREA OF THE BASIN SHALL BE LEVEL.
NOTE, BASIN 70 BE PLANTED NTH ADEQUATE VEGETATION
R/W
8.00' 01 NEWCASTLE - - -. 1 A VE. I - --, +ARIES # 3-4'
24' MIN. TO EDGE OF PAVEMENT
SAMZIT CAVE l a
GRIND 18' FROM SA 9;UT 70
DEPTH OF L5' THEN SEAL
AND OVERLAY TO MATCH LO'
EXISTING AC - y
18• W
THICK OF
118.10 JIB- (N0, 8)yAGGIRECA7E
CHOKER COURSE - 4' THICK OF
20' 318' TO 112' (N0, 57) CRUSHED ROCK
VOID ALL& - Ile I^ TO 318' (N0, 8
2X n AGGIREGATE MI YI DS LA
jy
�4t< 3 %' MIN
4'.
PAW!MEN & BASE 25" MIN Y e
PRO7ECT IN PLACE �, p p p p a-
• MIN 6" Na 1E 3//4•� 12' MINI I I a C(Al1PACTED SUB(�ADE
CRUSHED RbGIt t
PAVER DETAIL W& CONCRETE EDGES nc
- NTS
NO.
2'X2' CONCRETE CLEANOUT
PRESSURE TO GRAMIY
DRAINAGE S(
DESCRIPTION
- _SD- -
,)ARTY DAIN
END IEm 7728
AFM
W.
oT S
m
Z)
SCHEMA 77C
t
1
t- • •. a ,_ +•
of 1 °% L• f
CATCH BASIN
lEarr76.11
Afs vz
DATE
1
I
tt
25.00'
_LLLI x
LLLL
1 SATE L11 0
L
i LLLBTM ,3=
L20X y
i 1 c
� I v
2 21
h
i
i
1
PERMANENT ENCROACHMENT
MAINTENANCE AND REMOVAL
AGREEMENT RECORDED AP&- --2018
2014 AS DOCUMENT N0. 2018 - 0131591
PRIVATE SEVER EJECTOR PUMP
AGREEMENT RECO4DED APRIL 3, 2018
2018, AS DOCUMENT, NO 2018 - 0131592
BENCHMARK AS StdTAPMVALS
Elf VA710N. 25" SD. CO, ENGINEERS DISK STAMPE9 "OC
136,1968'9N EAST NING WALL OF THE NORTH END OF THE
NOR7HB0lAWT ffl iWAY 101 BRIDGE OVER SAN ELW LAGOON
PER RECORD OF SURVEY 18416. i
ELEVATION,' 16938' DA1T ..' NA VV 88
�z
WALL AND FENCE COMBINA ZION NOT TO EXCEED 40
r E CSEDI� THIGH MUST
GOT E 5OX EDEN. 7F TOTAL
X �.
fvF l- AND FENCE HMT COII8'NATW CANNOT EXCEffl 6.0 �F�✓ °�
15,00'
FYSB ' �, F HENHT 70 REMAIN CINDER 6,O' HIGH,
6,0.
m ' 84.9 T{Y -
o 12 cu
c� cA
500' YSB N59'3447'f Tt72
II 1�s-e �3
Ytt t:
t t t,•t
MS
N
M S
RM A N1RED EANY
3. �<
14.
N D ON U G P�Yl IR INC.
STORM DRAIN PIPES SHALL NOT BE CONNEC70 TO SUB DRAIN PIPES
>\ 3
$ I
iCSDAISJRUCR WALL ELEVATIONS .SHOWN HEREON MAY VARY BASED ON SOIL ENGINEER RECOMMENDA77OV DURING
3
m
• 1 IE LA7ERAt 181. if
L� R� 7H� pU/
11b. A BE NRI A&5INAINTAINED, C RIGHT- OF-WAY NOT BULT TO SAN DIEGO REODNAL STANDARD DRAWINGS
CONTRACTOR 70 VERIFY
2 PRIOR TO CONSTRUCRON
9
KEY
L2X
8 LINE
o, DAIYDGHT
DEMOLISH�PROTECT IN -PLACE 0
I
1
I.
DEMOLISH EXISTING WOOD FENCE
L
PROTECT AC PAVEMENT LN - PLACE
75 75'_
3-
w
_ L i1 1B
.3
��.
�J
g1 1 v
2
L
4LL:�
v I IE MW MAIN 18049
? lE LATERAL 181,69
6.
PROTECT 6" AC WATER MAIN IN PLACE
CONTRACTOR TO VERILY
LLLL
PROJECT 8" AC WATER MAIN N -PLACE
PRIOR TO CONSTRUCTION
8-
PROTECT WATER VALVF
LLLL
9.
PRO7ECT 314" IRON PIPE SURVEY MONUMENT IN -PLACE
10.
LLL!
a
NEW IMPROVEMENTS
p I
1.
LLLL
�
1
SAW
LINE
FG
uul rnn rrnur aeo nrrell "n" no AOOD lrn rnlun
O VM EGO
IL L9W 770
s-
5
��ricasci� re o :a¢ we o IEW
CONCRETE SIDEWALK PER CONSTRUCTION NOTE NO 12
ALLEY IMPROWNENTS AND
6.
LLB
D5 ECEYATK%NS PER GRMING
v.e
C■11 did, .�P�����
,1
PLAN N0, 13155 -0
7,
'A
v
8.
.. ����
91A
L FG 79.1
BASE COURSE) SLOFE1 TO TH£ Cf_NJER OF THE NEW RIBBON RITIER
1
9.
77�
-
10.
11
-n.
PLANTER AND WALLS PER ARCHI7ECTS PLAN,
T• u%nr y A'" iRif WN /NIT GILT OF "FAA WAlf r QQAIAfAnr.
WD
`
12
4' >, o tnwt nett cv
PERMEABLE PAVER PARKING AREA BY UNT -ECO STONE PER DETAIL 'C"
to
13
6" MIRE BY 16" DEEP PGC FLUSH CURB PER DETAIL
,3
N
-
Z
LLLL
HVAC CONCR17E PAD PER CONSTRUCTION NO7E NO. 12
W
CONCRETE MASONRY WALL PER SDRSD C -3
LL,
17
_LLLI x
LLLL
1 SATE L11 0
L
i LLLBTM ,3=
L20X y
i 1 c
� I v
2 21
h
i
i
1
PERMANENT ENCROACHMENT
MAINTENANCE AND REMOVAL
AGREEMENT RECORDED AP&- --2018
2014 AS DOCUMENT N0. 2018 - 0131591
PRIVATE SEVER EJECTOR PUMP
AGREEMENT RECO4DED APRIL 3, 2018
2018, AS DOCUMENT, NO 2018 - 0131592
BENCHMARK AS StdTAPMVALS
Elf VA710N. 25" SD. CO, ENGINEERS DISK STAMPE9 "OC
136,1968'9N EAST NING WALL OF THE NORTH END OF THE
NOR7HB0lAWT ffl iWAY 101 BRIDGE OVER SAN ELW LAGOON
PER RECORD OF SURVEY 18416. i
ELEVATION,' 16938' DA1T ..' NA VV 88
�z
WALL AND FENCE COMBINA ZION NOT TO EXCEED 40
r E CSEDI� THIGH MUST
GOT E 5OX EDEN. 7F TOTAL
X �.
fvF l- AND FENCE HMT COII8'NATW CANNOT EXCEffl 6.0 �F�✓ °�
15,00'
FYSB ' �, F HENHT 70 REMAIN CINDER 6,O' HIGH,
6,0.
m ' 84.9 T{Y -
o 12 cu
c� cA
500' YSB N59'3447'f Tt72
II 1�s-e �3
Ytt t:
t t t,•t
/ N597434V p0003�
a ^^
WALL AND FENCE COMBINARON NOT 6 °s
D TO EXCEED 40 HIGH SaV IN7MN
FRONT YARD SETBACK, FENCES
EXCEEW 4' NLOY MUST BE 50X
OPEN. TOTAL WALL AND FENCE Fti° 3
HEIGHT COMBINAAON CANNOT
EXCEED &O' HIGH. FENCE MtL BE
CUT AS NECESSARY FOR TOTAL
HEIGHT TO REMAIN UNDER 6,0' H1GN
-
RYSB
: Sm
1
4 -
t*a J 1`4
COO?DINA?E' MI7H 7NE AAOW'k
OWNER TO REMOVE FENCE AN!
RE RACE FENCE AFTER WALL
CONSTRUC70)V
6
1 EASEMENT IN FAVOR Or SDCE
REC1AM APRIL 6 2018
AS.DOC NO 2018 - 01.16323
OF OFIOAL ME DS
CONSTRUCTIONNOTES.•
L THE EXIIS 77NG R �TOPOGRAPHY
S ANDBOODUNDARY SHOWN HEREON B Y AA QUICK SURVEY ON 11126116.
EFRYEHXISPNMG��/N�CENfS N�A _0�i 1 i EgD
% D Nd rA�
CO[NER RECORD�MyGSNHASLLL GBHE FlLEL $R 7 &EjfgNT�Y�I PRI1 AL 6 RERLEEP ECq O�/CgCU&yY�D LAND SURgWYOR AND A
5. ALL D Nr PLACE DULUN CONS UCR £REpff ETO T1lELSA7lSFAC7L THE (TWA NEER BE
5
�yq ASS M y S Q�MpNS�Rq
PRE �p q�S�q�BE
TNTUILDi�GESTMEI EAM(l S jSSTRUCTURAL SUI�P(RTESHA BEPARATEDR(kV
J ?it�P� SHALL BE PRIVATELY MAINTAINED AND THE FACIUDES NOT MODIFIED OR REMOVED WITOUT A PERMIT FROM
77pp AR {{�� A)W#Pf� E4 f£�y�,DESIGNATEDpFROR�ySTORM WATER�{POLLLUUTION CONTROL SHALL NOT BE MODIFIED
PkOJECICCHNCAC £NfN1EfRANG �WDEGN�fSENTA111NSPEC1Eii AND APPROVED BY THE
S(CHE ULE
OF 3JD4 TO
140N OR AN
MS
N
M S
RM A N1RED EANY
3. �<
14.
N D ON U G P�Yl IR INC.
STORM DRAIN PIPES SHALL NOT BE CONNEC70 TO SUB DRAIN PIPES
$ I
iCSDAISJRUCR WALL ELEVATIONS .SHOWN HEREON MAY VARY BASED ON SOIL ENGINEER RECOMMENDA77OV DURING
1 IE SEWER MAIN 180.11
• 1 IE LA7ERAt 181. if
L� R� 7H� pU/
11b. A BE NRI A&5INAINTAINED, C RIGHT- OF-WAY NOT BULT TO SAN DIEGO REODNAL STANDARD DRAWINGS
CONTRACTOR 70 VERIFY
2 PRIOR TO CONSTRUCRON
9
KEY
NOTES
8 LINE
o, DAIYDGHT
DEMOLISH�PROTECT IN -PLACE 0
I
1
I.
DEMOLISH EXISTING WOOD FENCE
�Z
PROTECT AC PAVEMENT LN - PLACE
75 75'_
3-
PROTECT FIRE HYDRANT IN -PLACE
4.
UNDERGROUND EXISTING UTILITY POLE AT DISCRETION OF CITY AND SDGE
g1 1 v
5
PR07ECT 8" SEWER MAIN IN PLACE
v I IE MW MAIN 18049
? lE LATERAL 181,69
6.
PROTECT 6" AC WATER MAIN IN PLACE
CONTRACTOR TO VERILY
Z
PROJECT 8" AC WATER MAIN N -PLACE
PRIOR TO CONSTRUCTION
8-
PROTECT WATER VALVF
Ei 1
9.
PRO7ECT 314" IRON PIPE SURVEY MONUMENT IN -PLACE
10.
PR07ECT REBAR AND CAP SURVEY MONUMENT IN -PLACE
!
10- 8
100 -..
NEW IMPROVEMENTS
p I
1.
NEW RESIDENCE PER ARCHITECTS PLAN
2
NEW GARAGE PER ARCHITECTS PLAN
3-
PA110 PEEier �nnS PLAN
uul rnn rrnur aeo nrrell "n" no AOOD lrn rnlun
O VM EGO
-
CONTR40701? TO MATCH
s-
5
��ricasci� re o :a¢ we o IEW
CONCRETE SIDEWALK PER CONSTRUCTION NOTE NO 12
ALLEY IMPROWNENTS AND
6.
CONCRETE STAIRS PER SDRSD M -26
D5 ECEYATK%NS PER GRMING
v.e
C■11 did, .�P�����
,1
PLAN N0, 13155 -0
7,
'A
NT 6
8.
.. ����
91A
IL? RII9�
/ N597434V p0003�
a ^^
WALL AND FENCE COMBINARON NOT 6 °s
D TO EXCEED 40 HIGH SaV IN7MN
FRONT YARD SETBACK, FENCES
EXCEEW 4' NLOY MUST BE 50X
OPEN. TOTAL WALL AND FENCE Fti° 3
HEIGHT COMBINAAON CANNOT
EXCEED &O' HIGH. FENCE MtL BE
CUT AS NECESSARY FOR TOTAL
HEIGHT TO REMAIN UNDER 6,0' H1GN
-
RYSB
: Sm
1
4 -
t*a J 1`4
COO?DINA?E' MI7H 7NE AAOW'k
OWNER TO REMOVE FENCE AN!
RE RACE FENCE AFTER WALL
CONSTRUC70)V
6
1 EASEMENT IN FAVOR Or SDCE
REC1AM APRIL 6 2018
AS.DOC NO 2018 - 01.16323
OF OFIOAL ME DS
CONSTRUCTIONNOTES.•
L THE EXIIS 77NG R �TOPOGRAPHY
S ANDBOODUNDARY SHOWN HEREON B Y AA QUICK SURVEY ON 11126116.
EFRYEHXISPNMG��/N�CENfS N�A _0�i 1 i EgD
% D Nd rA�
CO[NER RECORD�MyGSNHASLLL GBHE FlLEL $R 7 &EjfgNT�Y�I PRI1 AL 6 RERLEEP ECq O�/CgCU&yY�D LAND SURgWYOR AND A
5. ALL D Nr PLACE DULUN CONS UCR £REpff ETO T1lELSA7lSFAC7L THE (TWA NEER BE
5
�yq ASS M y S Q�MpNS�Rq
PRE �p q�S�q�BE
TNTUILDi�GESTMEI EAM(l S jSSTRUCTURAL SUI�P(RTESHA BEPARATEDR(kV
J ?it�P� SHALL BE PRIVATELY MAINTAINED AND THE FACIUDES NOT MODIFIED OR REMOVED WITOUT A PERMIT FROM
77pp AR {{�� A)W#Pf� E4 f£�y�,DESIGNATEDpFROR�ySTORM WATER�{POLLLUUTION CONTROL SHALL NOT BE MODIFIED
PkOJECICCHNCAC £NfN1EfRANG �WDEGN�fSENTA111NSPEC1Eii AND APPROVED BY THE
S(CHE ULE
OF 3JD4 TO
140N OR AN
�T �IO,ygt 8. 2X2' CONCRETE CLEANOUT PRESSURE TO GRAVITY STORM DRAIN WIN REMOVABLE SOLID COVER. RIM 8230/IE#
81.3011COUr 81.10
o i 9. NOT USED
No. 44173 10 12'X12" OVERFLOW CATCH BASIN BY THOS' OR APPROVED EQUAL.
�} 06 -30 -19 It. 2 -77 Sr 810- 0Z IRA TON BASUN PER DETAIL 'B"
s>y cw1 l UTURES O
TF OF CPA& 14�� 1. SEWER SUMP PUMP. SUMP POMP DE90V BY OTHERS
2 2'X2' CONCRETE CLEANOUT PRESSURE TO ORAWTY SEWER WITH TRAFFIC RA7ED REMOVABLE COVER
10 5 0 10 20 3, 4" CIA. SEVER LATERAL BY GRAVITY PER SORSD SS -01
4. 1.5' DIA PVC SCH -80 PRESSURE SEWER SERVICE. U.N.C. BY SUMP DESIGNER
5. DISTRICT TO INSTALL 1" COPPER WATER LATERAL AND DUAL METER PER WS -09. » FOR DOMESTIC AND 1"
SCALE: 1' = 10' fOR HRE SPRINKLER AT OWNERS EXPENSE
6 ELECTRICAL SER14CE TO BE UNDERGROUNDED FROM PIKE TO SOUTH. EACH SERVCE TO BE SIZED TD 20D AMP
ABBREVIARONS
C6. CATCH BASIN
FG,' FINISH GIRADE
FL: FLOW LINE
HP,' HIGII POINT
INVERT ELEVATION
Ttx TOP OF GRATE
TW. TOP OF WALL
DE9W BY- DRAW BY-
AU g VCs Br: ENGWERWD1V/ MAPPROVALS CITY OFENCWTAS•DEVELOPM €N S€RV/C€SDEPARTWNT DRA*MNO
INT, DA 7E PLANS PREPARED UNDER SUPERVISION OF RECOM ENDED: APPROVED GRADING PLAN FOR' 13291333 NEWCASTLEA VENUE
PUBLIC NDRKS DATE: �26/ - OA4ALZJ2t CARDIFF TW/NHOMES X3716 -G
PLANNING G 1 ESSE' CHRISTall& L MAGDOSKD
ITE� I (/ o�,�,.- R,C,E, NO, : 44173 APN-261- 053.06107
VINCENT L sAMPD YAo / 30 �O /R'
INSPECTOR ENGINEER OF NDRK EXP. 6130119 DANE DA PLANNIhIG CASE Na 17 -081 DRICOP SHE €T 2OF3
�^Ll
�w
Qfl
w
MS
N
M S
RM A N1RED EANY
3. �<
14.
N D ON U G P�Yl IR INC.
STORM DRAIN PIPES SHALL NOT BE CONNEC70 TO SUB DRAIN PIPES
$ I
iCSDAISJRUCR WALL ELEVATIONS .SHOWN HEREON MAY VARY BASED ON SOIL ENGINEER RECOMMENDA77OV DURING
1 IE SEWER MAIN 180.11
• 1 IE LA7ERAt 181. if
L� R� 7H� pU/
11b. A BE NRI A&5INAINTAINED, C RIGHT- OF-WAY NOT BULT TO SAN DIEGO REODNAL STANDARD DRAWINGS
CONTRACTOR 70 VERIFY
2 PRIOR TO CONSTRUCRON
9
KEY
NOTES
8 LINE
o, DAIYDGHT
DEMOLISH�PROTECT IN -PLACE 0
I
1
I.
DEMOLISH EXISTING WOOD FENCE
2
PROTECT AC PAVEMENT LN - PLACE
75 75'_
3-
PROTECT FIRE HYDRANT IN -PLACE
4.
UNDERGROUND EXISTING UTILITY POLE AT DISCRETION OF CITY AND SDGE
g1 1 v
5
PR07ECT 8" SEWER MAIN IN PLACE
v I IE MW MAIN 18049
? lE LATERAL 181,69
6.
PROTECT 6" AC WATER MAIN IN PLACE
CONTRACTOR TO VERILY
Z
PROJECT 8" AC WATER MAIN N -PLACE
PRIOR TO CONSTRUCTION
8-
PROTECT WATER VALVF
Ei 1
9.
PRO7ECT 314" IRON PIPE SURVEY MONUMENT IN -PLACE
10.
PR07ECT REBAR AND CAP SURVEY MONUMENT IN -PLACE
!
10- 8
100 -..
NEW IMPROVEMENTS
p I
1.
NEW RESIDENCE PER ARCHITECTS PLAN
2
NEW GARAGE PER ARCHITECTS PLAN
3-
PA110 PEEier �nnS PLAN
uul rnn rrnur aeo nrrell "n" no AOOD lrn rnlun
O VM EGO
-
CONTR40701? TO MATCH
s-
5
��ricasci� re o :a¢ we o IEW
CONCRETE SIDEWALK PER CONSTRUCTION NOTE NO 12
ALLEY IMPROWNENTS AND
6.
CONCRETE STAIRS PER SDRSD M -26
D5 ECEYATK%NS PER GRMING
PLAN N0, 13155 -0
7,
CONCRE7E MASONRY RFTAININC WALL PER SDRSD C I
NT 6
8.
AC PAVEMENT AND BASE, CONSIWCT FULL MOTH AC PAVEMENT AND BASE (MIN 4" AC OVER 6" CLASS N
`�
BASE COURSE) SLOFE1 TO TH£ Cf_NJER OF THE NEW RIBBON RITIER
1
9.
3' WIDE PCC ALLEY RIBBON GUTTER (MIN 6" CONCRETE OVER 6" CLASS If BASE COURSE)
-
10.
11
-n.
PLANTER AND WALLS PER ARCHI7ECTS PLAN,
T• u%nr y A'" iRif WN /NIT GILT OF "FAA WAlf r QQAIAfAnr.
WD
`
12
4' >, o tnwt nett cv
PERMEABLE PAVER PARKING AREA BY UNT -ECO STONE PER DETAIL 'C"
~
13
6" MIRE BY 16" DEEP PGC FLUSH CURB PER DETAIL
`
14
ROILING TRASH CAN AREA
15
HVAC CONCR17E PAD PER CONSTRUCTION NO7E NO. 12
16.
CONCRETE MASONRY WALL PER SDRSD C -3
17
FENCE PER LANDSCAPE ARCHI7ECTS PLAN
18
TRANSFORMER PAD NTH NOWNi 18" CLEARANCE AND RETAW MALL EXTENDED BELOW PAD PER SDGE
STANDARD DRAWINGS FOR TRANSFORMER PAD
19,
REMOVABLE BARRIER POST PER SDRSD M -16
1
20.
AC PAVEMENT S7REET MUENING (MIN 4" AC OVER 6" CLASS ll BASE COURSE)
21.
KEY STOVE RETAINONG WALL OR APPROVED EQUAL
22
CONCRETE RETAW WALL PER SDRSD C -4
STORM DRAIN AWAIER QUALITY
1.
(,i♦T' WIDE TRENCH DRAIN BY WDS' WITH STEEL IRAFFIC CRATE
2
PRIVATE 1���'ATCH BASIN BY UDS' OR APPROVED EQUAL
3-
4 "DIA. PE FORAIED PVC SUB -DRAIN (STIR -35) PIPE M MIN. LX SLOPE
4.
PRIVATE 6" PVC STORM DRAINPIPE PER (SDR -35) AT MIN. 1X SLOPE
5
24" WIDE VEGETA7ED SCALE PER DETAIL 'A"
6.
STORM DRAIN SUM' PUMP SCHEMATIC PER DETAIL 'D" SUMP PUMP SYSTEM DESIGN 8Y OTFfRS
A
7
PRIYA7E PVC STORM DRAIN PRESSURE PIPE (SCH 40) SIZE BY OTHERS
�T �IO,ygt 8. 2X2' CONCRETE CLEANOUT PRESSURE TO GRAVITY STORM DRAIN WIN REMOVABLE SOLID COVER. RIM 8230/IE#
81.3011COUr 81.10
o i 9. NOT USED
No. 44173 10 12'X12" OVERFLOW CATCH BASIN BY THOS' OR APPROVED EQUAL.
�} 06 -30 -19 It. 2 -77 Sr 810- 0Z IRA TON BASUN PER DETAIL 'B"
s>y cw1 l UTURES O
TF OF CPA& 14�� 1. SEWER SUMP PUMP. SUMP POMP DE90V BY OTHERS
2 2'X2' CONCRETE CLEANOUT PRESSURE TO ORAWTY SEWER WITH TRAFFIC RA7ED REMOVABLE COVER
10 5 0 10 20 3, 4" CIA. SEVER LATERAL BY GRAVITY PER SORSD SS -01
4. 1.5' DIA PVC SCH -80 PRESSURE SEWER SERVICE. U.N.C. BY SUMP DESIGNER
5. DISTRICT TO INSTALL 1" COPPER WATER LATERAL AND DUAL METER PER WS -09. » FOR DOMESTIC AND 1"
SCALE: 1' = 10' fOR HRE SPRINKLER AT OWNERS EXPENSE
6 ELECTRICAL SER14CE TO BE UNDERGROUNDED FROM PIKE TO SOUTH. EACH SERVCE TO BE SIZED TD 20D AMP
ABBREVIARONS
C6. CATCH BASIN
FG,' FINISH GIRADE
FL: FLOW LINE
HP,' HIGII POINT
INVERT ELEVATION
Ttx TOP OF GRATE
TW. TOP OF WALL
DE9W BY- DRAW BY-
AU g VCs Br: ENGWERWD1V/ MAPPROVALS CITY OFENCWTAS•DEVELOPM €N S€RV/C€SDEPARTWNT DRA*MNO
INT, DA 7E PLANS PREPARED UNDER SUPERVISION OF RECOM ENDED: APPROVED GRADING PLAN FOR' 13291333 NEWCASTLEA VENUE
PUBLIC NDRKS DATE: �26/ - OA4ALZJ2t CARDIFF TW/NHOMES X3716 -G
PLANNING G 1 ESSE' CHRISTall& L MAGDOSKD
ITE� I (/ o�,�,.- R,C,E, NO, : 44173 APN-261- 053.06107
VINCENT L sAMPD YAo / 30 �O /R'
INSPECTOR ENGINEER OF NDRK EXP. 6130119 DANE DA PLANNIhIG CASE Na 17 -081 DRICOP SHE €T 2OF3
�^Ll
�w
Qfl
w
t
OtMPf mr SIAfuzw t 4fA!N 180,11
CONSIRUCJIOV ENTRANCE &1.3'
PER MAIL ?l' CASOA AETAR ':' ,F TO rSSR;FY
1C--1 J CONS7RUC77ON
DA Y.l6qr HNE
55 ER ALAI aO. 49,
_
r LATERAL #81.69
CC,b', CC TO PERIFY
P,ROR TO 00167RUC1701V
QROFESS /0\
06 -30� 9
CA1-
10 5 0 10 20
SCALE: 1" = 10'
4' PVC PIPE FOR DRAINAGE
DEPENDING ON FIELD COND177ONS
TYPICAL INLET PROTECTION
NO SCALE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
Z STAPLE WIRE FENCING NOT TO SCALE
THE POSTS. _
4 IN (10 CM)
4. BACKFILL AND C(
EXCAVATED SOIL.
TYPICAL SILT FENCE
SEf CAEIFORNIA STORMWATER QUALITY
ASSOCIATION (CASQA) STANDARD DWG. NO.
TC -1 FOR ADDITIONAL INfORMATTON
SEE CALIFORNIA ST40RMFATER 40UALITY
ASSOCIATION (CASOA) STANDARD DWC N0.
SE -10 FOR ADDITIONAL INFORMATION
M9 FABRIC ORAWlBAG
FA
SEE CALIFORNIA STORMWATER QUALM
ASSOCIAmy (CASQA) STANDARD DX NO
SE -1 FOR ADDITIONAL INFORMAPON
NOTE:
ALTERNATIVE SILT FENCE CONSTRUCTION MAY BE USED
IF FIRST APPROWD BY THE ENGINEER OF WORK AND
THE INSPECTOR
CRUSHED AGGREGATE
GREATER BIAN 3 A BUT
SMALLER THAN 6 g
—12" MIN. lz/- -"� FLUTER FABRIC EXISTING
GRADE
SECTION A -A
NOTE. CONSTRUCT SEDIMENT
2D'R BARRIER AND CHANNELIZE RUNOFF
1 / TO SEDIMENT TRAPPING DEWCE
D✓ MI/ FA
I /
CIRRUGATED LA
SIM PANELS
TYPICAL STABILIZED CONSTRUCTION ENTRANCE
NOTE- GRADING INSPECTOR MAY ALLOW CORRUGATED
STEEL PANELS ONLY W1IHDUT AGGREGATE.
G
i
MOTH AS REQUIRED
TO ACC(UOOATE
ANTICIPATED
TRAFFIC
i
H
J
CNANGEND.
DESCRlP71oN
APF'RtJVED
DATE
BENCHMARK
ASBUKTAPPROVALS
�,.�
ffi:*
ENOMRNiODAISIONAPPROVALS
CITY OFENCiNIT AS- DEVELOPMENTSERMCESDEPARTMENT
DR4fflWNO
AO
Ks
ELEVATIOW' 25" SD. CO. ENGINEERS DISK STAMPED 'DC
136,1968 "IN EAST NNNG WALL OF 1HE NORTH END OF THE
NORTHBOUND HIGHWAY 101 t OifR SAN E W LAGOON,
PER RECORD OF SURVEY 18416.
ELEVA770N. 16.938' DATUM' NA 88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE : u /
(� ,�)LI R,C.E. NO.: ,14173
NNCENT L. SAMPO
ENGINEER OF WY;1RI( EXP. 6 /30 1i9
RECD ENDED: APPROVED:
g1RISi ER L. MAGDDSKU
y 6 3�
��"" / eZ6
DATE DATE
EROSION C0N7ROC PLAN FOR•
23292333NEWCASTLEAVENUE
CARDIFF TWIN HOMES
APN- 261 -053 -06 D7
PLANNNiG CASE NO• 17 -081 DR/CDP
13716-G
SHEET30F3
PUBIC WORKS
WCENTL SAMPO 6130119
PLANNING
`
REI fNfR
I
CITY ENGINEER DA TE
INSPECTOR
J v '
/ frXff
W ►°V
Oci ?
mw 19
Q? k
M
Z
rn
Mw .r
� 1