2013-11676 G (Plans)RIGHT OF KAY MITE'
OWNER 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 AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE
RESPONVSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS.
DRAD AGE MITE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.
WATER IS TO DRAIN AWAY FROM STRUCTWES FOR A MINIMUM OF 5 FEET AT 2 PERCENT
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
UTILITY MOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNOERGROUND.
CFAERAL NOTES
1. ALL WORK SHALL BE DOE IN ACCORDANCE WITH THESE PLANS THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR
TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED 'LIMITED OEOTECHNICAL INVESTIGATION PROPOSED
RESIDENTIAL DEVELOPMENT, 1738 OXFORD CARDIFF, CALIFORNIA 92007" PREPARED BY
EAST COUNTY SOIL CONSULTATION AND ENGINEERING. DATED NOVEMBER 16, 2012. ALL
GRADING SHALL BE DOE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF-
WAY OR EASEMENTS SHALL DE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GR401M OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TD GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONJHENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED
EWSION DorrTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAY REFOLD AT
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
MALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN DN PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING R47MFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
FEOUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMVATER PO LLUTIDM COTIR X POST CON STALCTIONV B)F/IMP MOTES
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 AHD /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
STORMWATER ROLLUTMV CWTIOL Bap MITES RELATIVE TO CUNSTRLOTION ACTIVITIES CUNT...
EROSION CONTROL COAT...
TEMPORARY VEGETATION MUST BE PLANTED DN SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE
SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL S ORT ACE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT
OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONVTAIMMENT 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 FLOWS AND
STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
THE PROPERTY OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMKATFJR REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUAWPING OF UNUSED OR WASTE PRODUCTS ON THE GRDND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES
IMPERVIOUS AREA
NOT BE MODIFIED WITHOUT A PER 41T FROM THE CITY.
SHALL BE PLACED AROUND DUNPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
7. THE CONTRACTOR SHALL DESIGN! CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
0 SF
DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN
INCLUDING SHORING,
AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
AND FEDERAL SAFETY
ADD HEALTH STANDARDS LAWS AND REGULATIONS.
FACILITIES APO /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUDCOVER PRIOR
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
BW11 P FACILITY ADD /OR THE TURF /LANDSCAPED AREAS.
WITH ANY TRASH MATERIAL.
FOR HLMAN OCCUPANCY SHALL NDT BE COTNDUCTO BETWEEN THE HOURS OF 530 P.M. AND
MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE
7.30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
4. ND DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS
FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
BEEN HELD OVSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL
ENGINEER SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTED. THE PRE - CONSTRUCTION
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE .IMP /BMP AREA OR
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (600) 7114 -1195. FOR
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 46 HOURS IN ADVANCE BY
HAVE ANOTHER ,APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
.INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (750) 436 -4151.
CALLING (760) 633 -2770.
DISCHARGE IT TO AN ADEQUATE .IMP /BAP.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
RECEPTACLES AROUND THE SITE.
CONSTRUCTION SITE WITHIN THIS PROJECT THE 1VELOPER SHALL SUBMIT TO AND RECEIVE
ALTERED
T ED WITHOUT A PERMIT FROM THE CITY.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR
APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE
WITH REGARDS TO THE HAULING OPERATION.
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
TOILETS AWAY FROM STORM)RAIN INLETS ON PERVIOUS SURFACES.
OBTAINED.
11. UPON FINAL COMPLETION OF THE WORK USER THE GRADING PERMIT BUT PRIOR TO
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
FINAL GRADING APPROVAL A!O /O? FINAL RELEASE OF SECURITY, AN GRADED
B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
STOMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING EANTFR PERMMIT N0.
PE NO.
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSUES SHALL
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
HAS BEEN IN SUBSTANTIAL WITH THE APPROVED GRADING PLAN
PLAN
HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO
SHOWN ON H
OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED
DEED PLAN".
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
FOR MORE INFORMATION ON STORMWATER POLLUTION CON MEASURES AND
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
A B SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
REQUIREMENTS PLEASE CONTACT THE ENGLEERZNG DER TRENT, CITY OF ENCINITAS AT
OPERATION.
ESCAPE FROM THE DMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
(760) 633 -2770.
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
ROLLING OF THE DURPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR
SEl1ER MITES
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE
ALL WORK SHALL BE DONE IN ACCORD CE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION DE TRENCHES. HE SHALL SUBMIT
SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND
WORKS CONSTRUCTION, (LATEST ED ON), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM! NOT TO PLANTERS OR THE STORM
THE STANDARD SPECIFICATIONS R PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
DIEGO REGIONAL STANDARDS CO MITTEE), THE SAND DIEGO REGIONAL STANDARD DRAWINGS
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
ENV1IXNNIEMAL NOTES:
(LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS:
HIS USE. OPINION ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTDCED
m p/Sm Sh shall lot lad a1u U br C?vT�
1. TRENCH WIDTH SHALL BE
P
PER SDRSO No.S -4 UNLESS OTHERWISE NOTED.
13. T H E C O N T R A C T O R S H A L L P R O P E R L Y G R A D E ALL E X C A V A T E D S U R F A C E S T O P R O V I D E
r 0 1 1 0 N E Z H aS w L II A J S A l l Swt Pf R yl S WtL F+4 CAS ' �S, W
2. PIPE AND BEDDING CONDITIONS.
POSITIVE DRAINAGE AND PREVENT PDOING OF WATER. HE SHALL CONTROL SURFACE WATER
(A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE. '
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
(B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED,
MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER.
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER.
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED
TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINI" OF 90 PERCENT. IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD WATER AND COMPACT DE FILL
IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES BRUSH GRASS AND 07HER OBJECTIONABLE MATERIAL SHALL BE COLLECTED.
PILED OR OTHERWISE DISPOSED OF OFF THE SI7E BY TTE CONTRACTOR SO AS TG LEAVE
THE AREAS THAT HAVE BEEN CLEARED KITH A NET AND FINISHED APPEARANCE FREE FROM
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY,
ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
OTHERWISE. NO GRADING EXCAVATION OR DISTURBANCE OF CITY TREE ROOT SYSTEMS
SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUMNK OF A
TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A
CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE.
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL,
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTL ES SHOWN
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS,
HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION! FOR VERIFICATION AND LOCATION
OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760) 633 -2600
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
C. WATER - SDKD - (760) 633 -2709
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS -(760) -806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) -633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE.'
(760) -633 -2770. ALL WOW PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SLRECT TO REJECTION AND REMOVAL.
AS BUILT
BRIAN M. ARDOLINO
R.C.E. NO. 71651
EXP. 12131113
REVISIONS
DATE
APPROVED 1 DATE
EARTHWORK DATA 3. AFTER COMPLETION OF PIPE LAYING ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS
AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE
T
REMEDIAL: 1,300 C(�IC YARDS OVER EXCAVATION AND AECOMPACTION EST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR,
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SDRSD No.S -17. POURED IN
700 CUBIC YARDS EXCAVATION (CUT) PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF
500 CUBIC YARDS EMBANKMENT (FILL) POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH B -INCH COLLECTOR
200 CUBIC YARDS EXPORT SYSTEMS WITH INSPECTORS APPROVAL.
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUES OR ANY 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER SDRSD Nos.S -13 AND 5 -14.
OVEFEXCAVATION 1F REQUIRED BY SITE CONDITIONS 5. SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES.
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
COMMENCEMENT OF WORK. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER SDRSD No.S -10, TYPE A.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER.
SHRINKAGE ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL
SHNRINKAGE OR SWELL FACTORS). BE SHOWN ON ORIGINAL AS -BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK.
BEP PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION
BY PR 9, ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER
IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE.
STMNATER POLLUTION Comm Clap NOTES RFIATIVE TO cD%7TX)CTICNV ACTIVITIES 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
CONCRETE WASHOUT 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISION 48 HOURS
ESTABLISH AID USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. (760) 633 -2770.
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY,
MORTAR STUCCO, PLASTER AND THE LIKE INTO THE STORMMWATER CONVEYANCE SYSTEM OR 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY S ENGINEERING SERVICES
ANY FECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF WAY.
LOCATION.
CONS7T?1CTI(NV SITE ACCESS 13. THE CONTRACTOR SHALL, AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE
SITE ACCESS SHALL BE PROVIDE FOP VEHICLES EGRESS AND YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL REPLACE ANY OR ALL SUCH WORK TOGETHER WITH ANY OTHER WORK WHICH MAY BE
SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS
WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER
,CONSTRUCTION VEHICLES TO THE OWNER EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT.
C C AREA AWAY FROM GUTTERS AND STOROPAIN SHALL BE DESIGNATED FOR 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS THE APPROPRIATE BURIED
CONSTRUCTION VEHICLES PARKINS VEHICLE REFUELING, AND ROUTINE EQUIPMENT UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES AND PORTIONS
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS.
EROSION CONTROL 15. 'AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK.
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROS
T BE PROVIDED FOR ALL IEROSIVE SURFACES. SLOPED SURFACES ON RESISTANT 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC
SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION! AND SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE
BONDED FIBER MATRIX. ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO
CONNECTION TO SYSTEM.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS
SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL
GROUND COVER. DO NOT REMOVE TREES OR SHRUBS LNECESSARILY,' THEY HELP DECREASE
EROSION.
SCALE
F'_
CITY OF ENCINITAS CONTROL POINT REV EVFD BY."
NUMBER 1047 PER ROS 18416. HORIZONAL NIA
NAVDBB ELEVATION= 231.691' VERTICAL N/A
DATE.
. 7.1
V - - -�
2F
/o -A: v 3
DATE:
PL PREP /D UNDER
--
BRIAN M. ARDOLINO
sae! nffisMITD HAW Drsmmr
I. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON - EXISTENCE OF. ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF
THIS PROJECT.
2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS
AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER
AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS,
THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE.
4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
6. 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.
7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED
IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY 1,
2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE
NO -LEAD BRASS PARTS.
B. 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.
tAADSWDf
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED
BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING
ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO
OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER
1 AND APRIL 15.
EXISTING
PROPOSED
PROPOSED
IMPERVIOUS AREA
IMPERVIOUS AREA
NET CHANGE
2,014 SF
0 SF
- 2,014 SF
HARDSCAPE
HARDSCAPE
HARDSCAPE
"EXCLUDING ROOFTOPS
OWNERS CERTIFICATE
IT IS AGREED THAT FIELD CONDITIONS MAY REWIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
COMPACTION AND STABILITY OF THE SITE.
WE HEREBY GRANT TO THE SAN DIEGUITO WATER DISTRICT, AN IRRIGATION DISTRICT OF THE
STATE OF CALIFORNIA, AND ITS SUCCESSORS AND ASSIGNS, A PERMANENT EASEMENT FOR WATER
PIPELINES OTHER DISTRICT FACILITIES, AND FOR ALL PRIVATE STREETS AND A WATER EASEMENT AS
SHOWN ON THE MAP, SUBJECT TO ALL TERMS AND CONDITIONS CONTAINED IN THE CERTIFICATE
GRANTING EASEMENTS WITHIN PRIVATE STREETS TO THE SAN DIEGUITO WATER DISTRICT ON CITY
OF ENCINITAS TENTATIVE MAP NO. 94 -199 MAP NO. 13226, RECORDED AUGUST 9, 1995, WHICH TERMS
AND CONDITIONS ARE HEREBY INCORPORATED BY REFERENCE.
JAY _REFOLD FOR BOXFIELD, LLG
270 N. EL CAMINO REAL #295
ENCINITAS CA 92024
_ems
DATE
fdlQ Z YEWP.R 9
WCIlV=AfAP
NTS
APR-,
260-282-25
LEGAL DESCRIPTION
ALL OF LOT 6 AND THAT PORTION OF LOT S IN BLOCK 103
AS DESCRIBED IN CERTIFICATE OF COMPLIANCE RECORDED
DECEMBER 31, 2012 AS DOCUMENT ND. 2012- 827837 ALL IN
CARDIFF VISTA, IN THE CITY OF ENCINITAS. COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO NAP THEREOF
NO 1547 RECORDED MARCH 18 1913 IN THE OFFICE OF
COUNTY RECORDER OF SAID SAN DIEGO COUNTY.
SITE ADDRESS
535 SHEFFIELD AVENUE
CARDIFF BY THE SEA. CA 92007
OM ER/PEW -77EE
JAY REFOLD FOR BOXFIELD, LLD;
270 N. EL CAMINO REAL #295
ENCINITAS, CA 92024
SOILS E SSEE R S CERTIFICATE
I, M H M Ab oU 5. DrgCt-® A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES 2VIfL; - AND ��_A�_. ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER, FURTHERMORE, I
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN INCORPORATED N THE ADING PLANS AND CIFICATIOVS.
SIGNED__,TE►b ✓�i °i _ �� °® _
RCE NO.: -5_y27) Cy F_27 0 4- E
EXP. CIA TE.�L�_?!_
EAST COUNTY SOIL CONSULTATION
10925 HARTLEY ROAD, SUITE "I" W
SANTEE CA 92071 y,. 3 1 S
PROJECT NO. 12- 1167D2 * '`
PHONE' (619) 258 -7901 �e7
STATEMENf OF EIGREER CF WaV
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFUMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHINICAL SU1 FICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIIITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERFORMED BY THE ENGINEER.
1
BY.' jfl I,.0
BRIAN MICHAEL ARDOLINO DATE
RCE No. 71651
�ZCiiAEL 490
PROPOSED
�Q�O
y
PASCO LARGT SUITER & ASSOCIATES
Q�
535 N. COAST HIGHWAY 101
Cr
w 0 No. 71651
SOLANA BEACH CA, 92074
mr Exp. 12/31/13
PLSA 1951
tr
THE SUPERVISION OF REVIE �Vn
DATE: 11-M- 11
ICZA MAHER
R.C.E. N0. 71651 1
EXP. 12 -31 -13 DATE. 1- 10 - /5/
CITY ENGINEER
DATE: 1114116,
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
SUBDIVISION BOUNDARY
EXISTING CONTOURS - - - --
CENTERLINE -
EXISTING WATER MAIN Ni W
EXISTING SEWER MAIN -s--s-
EXISTING UNDERGROUND UTILITIES ------E -E
EXISTING EDGE OF PAVEMENT
EXISTING WATER METER c�
EXISTING FENCE -X X-
EXISTING RETAINING WALL -
PROPOSED PERVIOUS PAVERS
PROPOSED
DG PATH
PROPOSED
1" WATER SERVICE
PROPOSED
4" SEWER LATERAL
PROPOSED
SEWER MAIN
PROPOSED
RETAINING WALL
2 :1 CUT SLOPE MAX
PROPOSED
DRAINAGE DIRECTION
PROPOSED
LOT LINES
PROPOSED
SETBACKS
PROPOSED
CONTOURS
PROPOSED
FIRE HYDRANT
�1
Kx
I `Y 1 Q"
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING. + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858,259.8212 1 fa 858.259.4812 1 plsaengineering.com.
GRADING O,
535 SBEFFIELD AVENUE
12 -127 TPM/CDP
11676 -G
A.P.N. #260 - 282 -251 SHEET 1 OF 3
Ve Jobs\1951 Refold \DRAWING \1951 F.pro PLSA 1951
1
W
PROPOSED 1" NA�EH l 195 4 0 1.5"
PER IbP...P1AN 11676 -I
ci cAT - PER IMP. � • A `" S ,'1 � � 19a 9
AL
EX. 8" 'VCP SEWER/ EXISTING WA /SERVICE o / Berr C
_1 S - S �� % %1�W n _ _ / t EX PAVEMENT 7
S _ ° 1 \ P W TO SAND l TED 5 6 TRAVELWAY
�- ( A -�- N \ \ \ WING FOR 18"OTHN 4 12' MIN 10' -115't
DISTRICT PER PARCEL O J MAP V1�
- -� APPROX. LOC TION OF 6" �! JAN 21 1980 TO BE VACATED ADDITIONAL 18'" OF AC OVER 6" I 0.51 05" 21
P� _ f#EC
\j AC \WATER WO -gg -1 ��' ' " -' C€ _ C"' __ \ MH TRANSITION TO 4E CLASS II AB (MIN) 2•! MAX � �
_ - ThE SAWCUT LIRE _ al
W / r , ;... ,' ,;u� f _ CITY
-� \ SATISFACTION � -
�` _" _ F TI TO BE IEMOVED / S INSPECTOR_L�p I
PANT SAWCUT DETAIL waTER
NOT TO SCALE LOCATION.,.
�. .,
LOCkT OF EXIS ,,r- � = ,��, � �• / W - -- ---- �1 � C� 6" CYASS 2 A8 MIW.
i 1/Z WATER FG 1962 FG 1 3 -T- ��`' 67' L= 28.20' / INSTALL 0° HT 6X16' PCC Ct#IB
/ SERVI A)D 1" d B'1620 / PERVIOtS PAVERS AQUABRIC BY
TO �r vm � 197 s I 1 ; , s � / PROPO51 TION A NOTE:
GROD OR CITY APPROVED EQUIVALENT
' L =24., 6' ' " PEft _ S PAVERS A00"IC
5' SAN D1Lr 0 WATER 197 d '47;15" h rF , BY 0 OR CITY APPROVED I BUILDING HEIGHT OF FUTURE STRUCTURES
EXISTING wA 7TH ; DG PATH LENT O PROP05ED ON EACH PARCEL SHALL BE TYPICAL SECTION: S ERMT_n AVE
\
PER PARCEL MAP ACCESS EASEA�ENT TO 10' r DRIVEWAY y ' j � �3 ¢r MEA5URED FROM THE LOWER OF NATURAL/
S � I DRIVEWAY LOCATED ""
NOT TO SCALE
/ DRIVEWAY NO 197 7 PER SEPARAT _ WAY W ' N EXISTING OR FI NI SHED Pf\D GRAD
/ DRIVEWAY TO DE LOCATED APPLICATION DpAmA VED ) 2 7 ELE\/ATIONS.
PER SEPARAT CDP /97 5 DIRECTION c
APPLICATION - (T" ° � ,- X40'
ETIIJCiriA :is : \EX SITE WALLS PROP. 5' EX. R
TO BE REMOVE / / TO SE FEMOVED I5 8 MATES EASBW GRAN
197" 45' TO SAN DIEGUITO WAR
� ,�. 192.
FG 195.8 INSTALL HYDRANT r PROP• DISTRICT PER PARCEL
'9- �} � PER WF NF-04
N PA CEL a -:I ol o Drs GUITO WATER
3 -197 PER EA T GAA / - 0" HT 6" X 16"
OF WAGE � �•;� I ; $�,t 'T � - � � - PCC CURB � OEM 2% 2% 2% iIVE PAVERS
�TON
m _ 192 f PER NAIL
Toy R"�Ev 3 �
5 6� s PEAL
_ oRCO oR c
1972 197.6 � l�j� '� - A ���` " [ � r f,� C
4" AC OVER I
ING ALLA CLASS II AB (MIN) [
OF
Of
i97.6 - on HT Cu" DETALI. TYPICAL SECTION: BRISTOL AVE
)x=19 . R= ,8.12' L= 21.07'.' 1 NOT TO SCALE NOT TO SCALE
197.3 d =03 49'12"
/ 1.3%`� / / 7 \i I
190.5
7ACt% F' MIX r -' F
t
!97.2 / J WATER EASEAflJT GR�W7ID " AW *28 53 1101 WALL PER MRSD
' TO SAN DIEGUIT0 WATER �I
10.07' - '44 A = ISTING WATER SERVICE AND DISTRICT PER PARCEL MAP 5" 6'
- -- ft 5
/ „ _�.. TO PROTECTED - =17L 3 RB t
AREA / - ARY CONTRUC77 ,ESMT \ -iN PLAIE a --1- - I TRRAVELWAY IX. TRAVELWAY VARIES
/ OBSCURED t9 .5 r \
ER W- 2g1a 0191135 "' `
\'3 -26 -204 INSTALL DECORATIVE fy�r I 2 05' 05' 2
#' 1 i & MLCER WALL \ ORCO AGUABRI OR CITY 1 2% VARIES
PH PEMR
\ BW=1195 4 �+ TW P ' \ ` APPROVED EQUN -a- -
1.0% 192.9 VO 192.9 / / \ ( / ..... 2" BE00M PER E r= i a, 5. / \ ti MAIFACTIXERS SACS INSTALL 4° TH� Et FG a,`- _ =
AREA 1 ' a a ° 4" - 3 8" GRAVEL 45' WIDE DG WALKWA}� i SEC r `j, �� ` ` ...
/ / OBSCURE X °Q °� °a / LIRE D�
Oo ao� �0 0 pC INSTALL 4° HT G t PCC CtIFB id k�,'. ; '' EXISTiMG GRACE
/ / °crs u v _ / / y v �° o°` ° o _ .�. m AC PAWN9VT
irk -
\ \ �g3 / TO J 3- 10" - 3/4" GRAVEL OR PAS AOUABRUIC BY INSTALL 4" AC OVER
\ _
ORCO CMR CITY APPROVED EQUIVALENT 6" CLASS 2 AB MIN.
_ \ _1M� �� i - INSTALL 0" HT- 67x16" PCC CIIIB
EXISTING /WALL l / 3 4 \
\� TO BE�iMOVED / I o o / 2011. NATi1AL GRAS
O c
° m , /E - 401 'v PERVIOUS PAVER DETAIL TYPICAL SECTION: OXFORD AVE
\ / / / I '/ / A \ NOT TO SCALE
� ! DRAINAGE FG 192.2 _. � Z / �, � -" -� -- � / \ ` \ `
NOT TO SCALE
DIRECTION - -� #ARCEL 2 I 1 is I °c
(TYP) I " PAD= 19300 // SY €x TW=1 - r .Y �v ° i ( E E
I � PARCEL 1 °� ti` 7,,91��F of I / I / 1 I I \ \ I 10' ' 5' SQ, Pqv
T o PAD -193.00 f ii ( "+ I SYSB YS
SYSB
1 _ - $.103 9F_ - (TYPICAL)
YAK
IN -
t
- - - ( - - - i `.\ _ I OXF ®KD
N \ W/ ATRI(AN
ATE l / i
60' / CAL) ` EX 1 0- - it �: I -1 _
- -
60 AD 97 AVE
_ P
�_ -- 1 -
i�'k
RTV WAY NO 2� A ,.'� ,.jam L L�' l _ 4 ' MAX CUT
TE• _ - DRIV�Y NOTE ^�.' Dom. 13 -01917 � � , � _ ` _ �""` � �
_ �.._ , _. w. o t'
< _ PER SEPARATE TO BE tiK ATED DRIVEWAY TO BE/ � -2013 APPROX. LINE OF " 1 �
PER SEPARATE CDP PER SEPARATE / / 3
APPLICATION igPPLICATION 9 V f \ `\ EXISTING GRADES,
1 IE 16552 / 917 4" P �4. 9 / / v \ A A IMPROVEMENTS FsEA'
IE 185.1 IE 185.4 - TG 191.y l (I vil - CJ / J \ \ DWG. NO. 11676 -I
4" PVC YARD C1RA TG 191..8- ' TG 191.8 1 / \ SECHON C-r-
\ NOT TO SCALE
(T PICAL) t GRATE 191 I TW=1 /.5 Jl = / (� � MB V A \
(TYPICAL) 4" PVC M i
(TYPI 1� 4 �gi APPIROX.I TION L `
RETEIY ! OF AC WATER \ _
Be
j - - - _ - =40 13 L IL
285 7
60 '
WA\ @ 3 , 4 W} i 1842 J, ° J \ \ \ S' B 5' 10' TEMPORARY CONSTRUCTION ESMT
LL � ( I YS SYSB YS
WALL\ \ TW= r f4 X r _ -- 1� !C �E OR / / ---�\ - r \ \ j I I PER DOC. 2013-0191735
CITY E0. ��_ --ter \ \ \ ` I 2' ( REC. 3 -26 -2013
PAD =193.0
APPAOX. f0C4TIOIV l GV W \ - PAD =193.0
APPROX. LOCATION = _ - I -- GF -E-X. 6" WA r s
GV
W \ L i
- - - \ INT I g', r / \ � I � \ �; € . ,k ` , Z °� , � EXISTING _ L GewstRUL1E0 W1tNOUt
OF EX. 8" PVC SEWER PERVIOUS PAVERS AG�ABAIC � � �„r£ _- - = 1 W 9 \ 1 � `° it-�`-� , A!�'L , .. � T r-+ �, t -.1 r1.`, I WALL
V �x ..T _
t
BY ORRCO OR CITY VED " / ; . _ 4' MAX FILL HAS /S EL°A/ GCl RiZ fI EO 6�Y
- - � i. I
PROPOSED _ ---- _ m � �
PER 1676- v V / 7 I? n I, I. I r MAMA600 09AL
- -' -'-
- . - • � OF CAST CebuAirY soiL
u2 1" WATER- R1.^'�^.'' � ! -� , -, � `� �, RCES4b7 /,
PER DOC 1�VACAT45 R AN 11676`7 j - - u g� (�Eq� REA SECTIONA A APPROX. LINE OF ceNSu,.rAtsav rh, tESrgn
REC. �AN 21 1980 TO BE''VACATED _ \ 185 I - - - _ � (/ � EXISTING GRADE DATED / -7 -/y 7STCE0
NOT TO SCALE ALFMZA/2N6 w ALL Gdseirtmo
REMOVE EX-SEWER--0 \ _,•- Q 4" /u/ ,�, , \ /
_ -W IE=172:6 �Iii� �A I I/AP. N76��i� f I I I I I
(\ \
REPLACE SB0.0 \ 10P8S® \Y WAITER SERVICE ,, .5 r � EMRA NOTE.
MAIVhTJLE WO 5 SEWER PER PL ��p D71►T/`� [)T A 7►T KEYSTONE WALLS AND PAVERS IN RIGHT -
1 s�r1 J1�V 1 LCSlr p OF -WAY TO BE MAINTAINED BY HOMEOWNER
L EMRA: /�Y --- - - - - --
25'
--
SHFFFIFLD ( 25' REC L�j= l�- ___- - - - - --
EXISTING HOUSE I RYSB FYSB
AVE TO BE REMOVED
-�
AS BUILT B AVM L
POFESSj ®N
I PAD =193.0 1 Q
i �o ZcNaEL qe
4' MAX FILL
�. _. r�� �" "' 1a
APPAOX. LINE OF _ ' - /- � ,
BRIAN M. ARDOLINO pgTE IMPROVEMENTS PER EXISTING GRADE ! �r -'��, -~ - �+�t,�.'t " E N 1 or"
R.C.E. N0. 71651 DETAIL 11676 -I NOT TO SCALE o. 7165 m
xp. 12/31/13
EXP. 12131113„ m
DWG. VE 11676
,w
IMPROVEMENTS PER q� CIVD-
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE G � UILDING I of Cp�iF
DESIGNED BY DRANK BY CHECKED BY
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 fa 858.259.4812 { Iplsaengineering,com
-- BMA KK BMA VALS C'TTY OF CIN l tie? L' i1��.7.u�rri'iloil�I V DEPARTMENT DRA R' NG NO
CITY OF ENCINITAS CONTROL POINT REVIEWED BY. PLANS PREP TED UNDER THE SUPERVISION OF REVIE DETAILS & TYPICAL SECTIONS FOR:
NUMBER 1047 PER R03 18416. HORIZONAL 1 " =20' l? 1 _ DATE:
NAVD88 ELEVATION = 231.691' `^ 35 S r'FIELD A VENUE 1 1 6/ 6®
VERTICAL N/A P.C.E. .C.E. NO. 71651
DATE.• BRIAN M. ARDOLINO EXP. 12 -31 -13
DATE: DATE: L 12 -127 TPM/CDP A.P.N. #260 - 282 -25 SHEET 2 OF 3
12 16 12013N.AActive Jobs \1951 Refold \DRAWING \1951 F.pro PLSA 19'
Q)
W
RUNOFF TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS /fie
ACTS AS SPILLWAY GR A �T�,+r BAG DETAM
lTl�l ��iNOOTT TO SCALE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH.
Y III I II 11 (( FILTER FABRIC
Jill ®WIPE
SLLTFENCEDETAIL
NOT TO SCALE
COARSE
AGGREGATE
FILTER
FABRIC
ORIGINAL
GRADE
/
1 \ OBSCURE�S�ARA \ _
19154
/A A
O t
Her Berm J - UR ; t
�� Berm � / MH / ( 1 I 1 t Berm � l \�
5 '1
/
.996.7
/ /
107.,,. -_ _A.
997 % / Q 193 4(
1
° �
if € 197 7 /� 0 } 1 / / 2 7 X,'''-
0 1975
( /
y
195 % �M i 1928
1971
i 1 078 ` 010 % 192.3
196.9 ¢¢ _ f' ` —
/ ! % ( PER TR ; SC -1 192
w. 6
( ! j TEMPORARY GAVEL AGS 0E[1c
DAMS (TYP) PER CAL SC -S 1 030 1 A i
, l j 0,0
15'7 x
476 I ,7.2 / \
/ 0 °
s r d 197 6 ARDEEDY H A 0 BE 6
AL yg
_. F ABILIZA )UEITIL FIiVAL
/! Wall ..... 1472 /! f .� � DER TION LA -INSTALL
TRANS 4
Wail
1 AREA �., ....�,.�~�_ 8$
OBSCUR
ED j tr \ jj
�" Gym
v(36SCURE
I \
J
3
\
PROPOSED LIMIT _ANY GRAVEL BAGS CHE(xf g0 i / v F
OF C V OA'MS,v(TYP) PER CALTRANS,SU=6 J I o o
11, t kl 4
k :\ PADS TO BE TREATED WITH! / r I } \
U BONDED FIBER MATRIX 1
y \ ! I PRIOR TO 010
OR AT TilE DISCR OF 00
I d s THE EMInEERI DEPT.
f f ti
GRAPHIC SCALE 1 =20' \ iI 0 t17 /rl FILTER TO ORCED WITH Lt
1.1' MIN., UNLESS OTHERWISE /
SPECIFIED BY A SOILS ENGINEER �; ; - / f PAI(7�YT0 PE4ID CLOSUAq€..
0 20 40 60
BRIAN M. ARDOLINO
R.C.E. NO. 71651
EXP. 12131113
REVISIONS
FLWLINES TO BE REIREORCED I TH
FILTER FABRIC AS NECESSARY
PRIOR TO PERMIT CLOSURE
r"TEMPORARY GRAVEL BAGS -
x
AROUND DRAIN INLETS PEi
CALTRANS SC -6
d / I 14��;CILC GRADED AREAS &-8E
TEWlJV34'RIL,..HYDE#OSEEOE0
FOR S
TEMPORARY GRAVER. BAGS / / LA jNSTALLATI(YV
AROUND DRAIN INLETS PER: ` / / / P CAL Fpq SS 441.3
(° CALTRANS SC-6 ' i
1907
\L I ,
SIL ?'FEhICE._-
PER - TR,4W
a\
REFERENCES DATE BENCID AM SCALE F P ANNW & B1
CITY OF ENCINITAS CONTROL POINT HORIZONAL 1 " =20' REVIEWED BY;
NUMBER 1047 PER ROS 18416,
NAVDB8 ELEVATION = 231.691' VERTICAL N/A BAT:
�- ���- � �� e , ✓, p /AREA f' I/ � `� ,�f�
f \ \
— U
Sign
\ \ >r \
� J
185..5
jfR�TS /�REA
PLANS PREPARED UNDER THE SUPERVISION OF PEVIE
' DATE: 11•IZ•13
R.C.E. NO. 71651
BRIAN M. ARDOLINO EXP. 12 -31 -13
DATE: 1.10-fW
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 61 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. ThREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET CST MOPE IN HEIGHT IN CUT AREAS MESS SLOPE IS NOT SUBJECT TO
EROSION DUE TO THE EROSION RESISTANT CHARACTER 97 THE MATERIAL AS APPROVED
BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTUE LEVEL OF THE SOIL AT THE OPTIMU14
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING.,
A. SEED MIX SHALL CONSIST OF NO LESS THAN
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUW (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, QE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULT(EE
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY
AT THE DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE
6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20 -0, WHITH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER AUIE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDINE BY:
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.
1. TRACK WALKING SLOPES STEEPER THAN El.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY..
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS PH ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDINVG IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE DIV THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1 EROSION CONTOL MEASURES (E.G. BOADED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
MAST ALSO BE FOLLOWED TO ENSUE NO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY AND STREET.
3, ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S, VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006 -27.
LEGEND
ITEM SYMBOL
AREAS TO BE HYDROSEEDED + +
SILT FENCE —x
—
LIMIT OF GRADING W W
GRAVEL BAGS 0°00
No. 71651
Exp. 12/31/13
GRAPHIC SCALE I " =20'
0 20 40 60
al
AMIACIMalk
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A. SO 'Lana Beach, GA 92075
ph 858.259.8212 1 is 858.259,4812 f plaaengineering.com
101312013N: \Active Jobs \1951 Refold \DRAWING \1951 F.pro PLSA 1951
Q
I
sEMON A A
NOTE:
CONTRACTOR TO MOOIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO FEDIMENT
TRAPPING DEVICE
�.
A
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TB
® °®
°
e
W
e® WIDTH AS REQUIRED
® °
4
e
TO ACCOMODATE
e° a
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°e e
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4 44
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°
°
< ° ed e
e
19'
RADIUS
A
MIN.
20' MIN
BRIAN M. ARDOLINO
R.C.E. NO. 71651
EXP. 12131113
REVISIONS
FLWLINES TO BE REIREORCED I TH
FILTER FABRIC AS NECESSARY
PRIOR TO PERMIT CLOSURE
r"TEMPORARY GRAVEL BAGS -
x
AROUND DRAIN INLETS PEi
CALTRANS SC -6
d / I 14��;CILC GRADED AREAS &-8E
TEWlJV34'RIL,..HYDE#OSEEOE0
FOR S
TEMPORARY GRAVER. BAGS / / LA jNSTALLATI(YV
AROUND DRAIN INLETS PER: ` / / / P CAL Fpq SS 441.3
(° CALTRANS SC-6 ' i
1907
\L I ,
SIL ?'FEhICE._-
PER - TR,4W
a\
REFERENCES DATE BENCID AM SCALE F P ANNW & B1
CITY OF ENCINITAS CONTROL POINT HORIZONAL 1 " =20' REVIEWED BY;
NUMBER 1047 PER ROS 18416,
NAVDB8 ELEVATION = 231.691' VERTICAL N/A BAT:
�- ���- � �� e , ✓, p /AREA f' I/ � `� ,�f�
f \ \
— U
Sign
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185..5
jfR�TS /�REA
PLANS PREPARED UNDER THE SUPERVISION OF PEVIE
' DATE: 11•IZ•13
R.C.E. NO. 71651
BRIAN M. ARDOLINO EXP. 12 -31 -13
DATE: 1.10-fW
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 61 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. ThREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET CST MOPE IN HEIGHT IN CUT AREAS MESS SLOPE IS NOT SUBJECT TO
EROSION DUE TO THE EROSION RESISTANT CHARACTER 97 THE MATERIAL AS APPROVED
BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTUE LEVEL OF THE SOIL AT THE OPTIMU14
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING.,
A. SEED MIX SHALL CONSIST OF NO LESS THAN
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUW (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, QE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULT(EE
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY
AT THE DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE
6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20 -0, WHITH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER AUIE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDINE BY:
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.
1. TRACK WALKING SLOPES STEEPER THAN El.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY..
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS PH ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDINVG IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE DIV THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1 EROSION CONTOL MEASURES (E.G. BOADED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
MAST ALSO BE FOLLOWED TO ENSUE NO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY AND STREET.
3, ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S, VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006 -27.
LEGEND
ITEM SYMBOL
AREAS TO BE HYDROSEEDED + +
SILT FENCE —x
—
LIMIT OF GRADING W W
GRAVEL BAGS 0°00
No. 71651
Exp. 12/31/13
GRAPHIC SCALE I " =20'
0 20 40 60
al
AMIACIMalk
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A. SO 'Lana Beach, GA 92075
ph 858.259.8212 1 is 858.259,4812 f plaaengineering.com
101312013N: \Active Jobs \1951 Refold \DRAWING \1951 F.pro PLSA 1951
Q
I