2014-11995 G (Plans)RI9IT OF NAY N07E
EROSILIV CONTW
SrMOTER FaINION (]'MMM DF NDTE5 RELATIME TO LWflLrCTIOAR ACTIVITES CWT'...
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST
48 HOURS PRIOR TO WLE
1. IN CASE EMERGENCY WORK IS REQUIREa CONTACT KEVIN DALZELL AT (858) 922 -8547,
EROSION CONTROL CONT...
IN THE PUBLIC RIGHT OF WAY. TO DO SO WILL
24 HOURS A DAY.
PROPOSED DRAINAGE DIRECTION
OF
RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE
FERMI
RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS
SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL
N07E
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UI ECESSARILY THEY HELP DECREASE
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
EROSION.
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTER] OVER ADJACENT PROPERTY LINES.
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINI" OF 5 FEET AT 2 PERCENT
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIER) WITHOUT THE APPROVAL
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
UTXM NWE
OF THE ENGINEERING INSPECTOR.
BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE
--- -___ --
SOIL.
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
4• THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
P.D.BOX 1495
LAKESIDE, CALIFORNIA 92040
EENM
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUJ -OFF PRODUCING RAINFALL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING
mm
ACTIVITIES ARE COMPLETE.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION! THE DESIGN CONSTRUCTION STANDARDS
REQUIRED BY THE CITY ENGINEER OLE TO AN INCOMPLETE GRADING OPERATION OR
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
OF THE CITY OF ENCINITAS AID THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE,
ANY CHANGES OR THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR
ON-SITE CONSTRUCTION MATERIAL STORAGE
TO ANY REQUEST FOR INSPECTION.
FOR INSPECTION.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
2. THE SOBS REPORT TITLED 'SITE INSPECTION PROPOSED RESIDENTIAL BUILDING SITE
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
SPILLAGE. CONTRACTOR SHALL STONE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT
SYLVIA STREET, CITY OF ENCINITAS" PREPARED BY SOIL TESTERS
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON -SITE.
DAT
DATED APRIL 15, 2013. ALL GRADING SHALL 8E DOE IN ACCORDANCE
INCORPORATED HEREON.
WITH TrE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRICTION WITHIN PUBLIC RIGHT -OF-
CONSTRUCTION WITHIN
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE,
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH PLANS.
SLOE AT THE CONCLUSION OF EACH WORK DAY.
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND
STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40 %). SILT AID OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
THE PERIMETER AT ALL TIMES.
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRAOINM;.
TRAINING
STORMfATER POLLUTION CMIFCL. POST CO)WRLC•TION ENP/DIP NOTES
CONTRACTORS'
EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
6. TIE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
1. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS
BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
DISTURBED OR DESTROYED SHALL BE FE- ESTABLISHED AND REPLACED BY A REGISTERED
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
THE PROPERTY OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES
(RAIN SYSTEM.
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
INCLUDING SHORING, ANC SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
WASTE MANAGEMENT
AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS.
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
CONTRACTOR SHALL
BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
B. GRADING AND EQUIPMENT OPERATING WITHIN OE -HALF (112) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. AND
730 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
FACILITIES ARC /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUMDCOVER PRIOR
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
ND SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS
BMP/1MP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
SHALL BE PLACED AROUND DLWSTERS TO DIVERT THE NATURAL STORM RLAOFF.
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT., CITY INSPECTOR, CIVIL
DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DU+PSTER LIDS SHALL REMAIN
ENGINEER, SOILS ENGINEER GRADING CONTRACTOR AND PERMITTED. THE PRE-CONSTRUCTION
4• NO DRAINS SHALL BE INSTALLED IN HARDSCAPE DRIVEWAYS OR ANY OTHER IMPERVIOUS
CLOSED AT ALL TIMES. DUAPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY
AREA ULESS THE FLOW FROM THE (RAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT
CALLING (760) 633 -2770.
WITH ANY TRASH MATERIAL.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR
10. , IRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE
SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO RECEIVE
COVROVAL
DISCHARGE IT TO AN ADEQUATE IMP /BHP.
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AID CLEARED VEGETATION CAN BE
FROM
APPROVAL FROM THE CITY ENGINEER FOR THE HAUL ROUTE. THE DEVELOPER
ELO
RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
SHALL COMPLY WITH ALL REQUIREMENTS
AND REGIUIFEMENTS THE CITY ENGINEER MAY IMPOSE
6 ALL STORMWATEIR IMP/8MP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
USING OOHS
WITH REGARDS TO THE HAULING OPERATION.
ALTERED WITHOUT A PERMIT FROM THE CITY.
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTEAS CALL ERGO AT (760) 436 -4151.
11. UPON FINAL COMPLETION THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO
IMPERVIOUS SURFACES NOT SHOWN !R THIS PLAN
7. THE INSTALLATION OF ADDITIONAL USED
PROV L A I
FINAL GRADING APPROVAL ANO /OR FINAL RELEASE OF SECURITY AN "AS GRADED
�Y REQUIRE THAT THIS PLAN BE REVISED O1 THAT A SEPARATE ENGINEERING PERMIT BE
OR
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
CERTIFICATION" SHALL BE PROVIDED STATING "THE GRADING UNDER PERMIT N0. 11995 -G
OBTAINED.
RECEPTACLES AROUND THE SITE.
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN
OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
LEAKS. CONTRACTOR SHALL PROVIDE
VIDE SECONN
SECONDARY CONTAINMENT AND LOCATE PORTABLE
OPERATION.
HAVE AN IMPERVIOUS NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO
TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES.
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
12. ALL .GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER AND
ALL CONSTRUCTION
LNDER HIS DIRECTION IE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
ESCAPE FROM THE DMPSTER AND TO PREVENT ANY FLOW O' STORM WATER THROUGH THE
CONTRACTOR MOIST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION
OF TRENCHES. HE SHALL SUBMIT
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
SOILS REPORTS AS REQUIRED AND WILL DETERMINE
THE SUITABILITY OF ANY FILL
ROLLING OF THE DUPSTER IN AID OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS
HE SHALL STATE THAT
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE
FORM MOPE
FOR MORE INFORMATION (MI STORMWATER POLLUTION CONTROL MEASURES AND
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
SEPARATOR AND STHE
PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED
PUBLIC TAR SEWER SYSTEM TEDDHYDROCARBON YDFTHE STORM
f76O) 633 2770.
USE.
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE,
SAN DMM MATER DISTRICT NOTES
15. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
POSITIVE DRAINAGE AND PREVENT PORING OF WATER. HE SHALL CONTROL SURFACE WATER
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNNTIL SUCH
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED,
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SINEACE
UPON WHICH THE FILL IS TO BE PLACED, LOOSE FILL AND ALLUVIAL SOILS SHALL BE
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED
TO A DEPTH OF 12 ITCHES AND THEN COMPACTED TO A MINIMUH OF 90 PERCENT. IT SHALL
BF THE CONTRACTOR S RESPONSIBILITY TO PLACE,. SPREAD, WATER AND COMPACT THE FILL
IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES ROOTS AND OTHER
WASTE MMATTEq EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE iOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCUOANCE WITH THE GRADINr ORDINANCE.
16. ALL TR-ES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE
THE AREAS THAT HOVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURER) 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 EASE -`ENTS ARE PREFERRED TO AS CITY TREES AND
SHALL BE PROTECTED TN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
OTHERWISE. NO GRAC.I EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS
SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUfVK OF A
TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUD). 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.
I. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS,
HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
THE CONTRACTORS 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 - ESD - (760) 633 -2770
B. GAS & ELECTRIC - SOGE - (760) -438 -6200
C. WATER - SDWO - (760) 533 -2650
D. TELEPHONE - SBC BELL - (760) -489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOODS NOTICE ON CALLS FOR INSPECTION. PHONE'
(760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUBJECT TO REJECTION AND REMOVAL.
ENV110#6CAL Aum 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
(EXCLUDING ANY EXISTING MAN MADE SLOPES). NON-EXISTENCE QF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTLE WITHIN THE LIMITS
OF THIS PROJECT.
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 0 FT 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING,
AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 2.5 FT LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING
3. A.J AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 0 FT OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS CNCER WATER MAINS
OF CUT AREA OF CUT (S.F.) UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
3. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 2.7 FT 3. CONTRACTOR AND OWNER APE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
OF FILL AREA OF CUT (S.F.) EXISTING WATER FACILITY (FIRE HYDRANT, METERS VALVES, VALVE BOXES, ETC.) WHICH IS
ACCCOTM BY THEIR PROJECT
EARTMiA'%>r( Wk
360 CUBIC YARDS REMEDIAL
0 CUBIC YARDS EXCAVATION (CUT)
200 OBIO YAPIRS EMBANKMENT (FILL)
200 CUBIC YARDS IMPORT
* ESTIMATE DOES NOT INCLUDE STRIF,'INGS, UTILITY TRENCH VOLUMES OR ANY
OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.
(CALCULATED DN A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
SHRINKAGE OR SWELL FACTORS).
DEPTH f QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION
BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION
STORMMATER P4.Lfl M GWFCL ENP NOTES FE ATIYE TO CO RLLTM ACTMTIB
CONCRETE WASHOUT
ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY,
MORTAR, STUCCO, PLASTER AID THEE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR
ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT
LOCATION.
CONSTRUCTION SITE ACCESS
SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND
.INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL
SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANEZS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA-AWAY-FROM GUTTERS AND STOFUDRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EHUSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION AND
BODED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANWEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS C:OWITTE (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.
LAMMMPIM
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
IMPERVIOUS AREA
PROPOSED*
IMPERVIOUS AREA
NET CHANGE
1,170 SF
1,230 SF
60 SF
"EXCLUDING ROOFTOPS
AS BUELT
r,
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
SUBDIVISION BOUNDARY
RIGHT-OF-WAY
BUILDING SETBACK - - - - - - - - -
EXISTING UTILITY EASEMENT -
CENTERLINE -
EXISTING CONTOURS 1Gt) .
EXISTING EDGE OF PAVEMENT
EXISTING WATER METER 0
EXISTING FENCE
�-
EXISTING RETAINING WALL
REFERENCES
PROPOSED BUB-DING FOOTPRINT
BENCHMARK
CITY ?- ENCINITAS SURVEY CONTROL PRINT
ENC -32 PER RECORD OF SURVEY NU18ER 18416.
ELEVATIOt 92.004' DATLk NAVD88
PROPOSED RETAINING WALL
PLANNING & BURDING
REVIEWED BY:
PROPOSED DRAINAGE DIRECTION
APPROVALS
RECOMMENDED QO APPROV
BY: �I/I. /fin BY:
MASIH MAHER GLENN PAUIM
ENGINEERING PUBLIC
WORKS D TO
DATE: `i/ G / IQ DATE: 7
PROPOSED FLOWLIIE DIRECTION
Di�[fnI G NQ.
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PROPOSED PAVER DRIVEWAY
IMPERVIOUS COURTYARD
TOP OF WALL
BOTTOM OF WALL
ASPHALTIC CONCRETE SURFACE
TOP OF ASPHALT BERM
TOP OF CURB
FLOWLINE
GROUND ELEVATION
SEWER MAN-IDLE
WATER VALVE
FIRE HYDRANT
POWER POLE
LIGHT POLE
FINISHED GRADE
FINISHED SURFACE
BRIAN MICHAEL ARDOLINO DATE
R.C.E. NO. 71651
EXP. 12 -31 -15
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DG PROPERTIES FUND, LLC
1018 ALEXANDRA LANE
ENCINITAS CA, 92024
SITE ADMIMS
422 SYLVIA ST
ENCINITAS CA 92024
LEGAL lETION
LOT 3 IN BLOCK 'E" OF NORTH ENCINITAS,
ON THE CITY OF ENCINITAS COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING
TO MAP THEREOF NO. 1645 FILED IN THE
OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY ON JULY 19 1925.
A,P.N.
256- 374 -11
OWER'8 CERTFICATE
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE 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 STABILIT SITE. 'I
STATEM9 OF EWII�t OF NOW
�L ,. �"'iLZl�.i'1°�1*1S?, L.LL. - 1CreV1R1 '�sAL�.IL. DATE
ICI$ ItLQL�tJP12iAr IdMW�
StiTi S ElrsDl�S L>gtTffiCATE
I, _ C&/�/ C _��gE/ __ 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 � THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR (HOER MY
DIRECTION BETWEEN THE DATES _______ AND ------- ONE COMPLETE
COPY OF THE SOBS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SIBMITTEt 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 HAD'c
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGHED._ -- _ --_
EXP. DATE.__ --Q -�® -
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 PERFOMED 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 SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENT$ 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 PERFORMEDWEER.
BY.. q•ij•l�
BRIAN MICHAEL ARDOLINO DATE
ESS
RCE No. 71651
PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101 w m No. 71651 o rn
SOLANA BEACH CA, 92074 Exp. 12/31/15
PLSA 2206{ 1"T
F $7
6 • s
O _a
& ASSOCIATES
IL ENGINEERING + LAND PLANNING + LAND SURVEYING
I North Highway 101, Ste A: Solana Beach, CA 92075
858.259.8212 R fr 858.259.9812 1 pleaengineering.com
I' •
REV ED
0
/T
ATE.'
7'
or M 1 1
n
REVISIONS
'bit i
APPRO D
DATE
'I` 'I
REFERENCES
D TE
BENCHMARK
CITY ?- ENCINITAS SURVEY CONTROL PRINT
ENC -32 PER RECORD OF SURVEY NU18ER 18416.
ELEVATIOt 92.004' DATLk NAVD88
SCALE
HORIZONAL NIA
VERTICAL N/A
PLANNING & BURDING
REVIEWED BY:
DESIGNED BY DRAWN BY CHECKED BY
APPROVALS
RECOMMENDED QO APPROV
BY: �I/I. /fin BY:
MASIH MAHER GLENN PAUIM
ENGINEERING PUBLIC
WORKS D TO
DATE: `i/ G / IQ DATE: 7
Cll 1 OF ENCINITAS ENGINEERING DEiCfltl,lY.iENT
GRADING PLAN FOR.'
422 SYLVIA STREET
PLANNING CASE N0: 14 -014 CDP A.P.N. #256- 374 -11
Di�[fnI G NQ.
����
BMA KRK BMA
P NS PR ARED UNDER THE SUPERVISION OF
DATE: �l'N I"I
'I P R. C. E. NO. 71651
BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15
'� �
A TES
--- -___ --
G 3.44? �
SOIL TESTERS
�. • `'
P.D.BOX 1495
LAKESIDE, CALIFORNIA 92040
u' v CIY1�
�OFCAILF�
619.443.0060
_ 711112014J.,\Active Jo0s \2206 DALZELL (SYLVIA) \DRAWING \2206.pro PLSA 2206
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENT$ 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 PERFORMEDWEER.
BY.. q•ij•l�
BRIAN MICHAEL ARDOLINO DATE
ESS
RCE No. 71651
PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101 w m No. 71651 o rn
SOLANA BEACH CA, 92074 Exp. 12/31/15
PLSA 2206{ 1"T
F $7
6 • s
O _a
& ASSOCIATES
IL ENGINEERING + LAND PLANNING + LAND SURVEYING
I North Highway 101, Ste A: Solana Beach, CA 92075
858.259.8212 R fr 858.259.9812 1 pleaengineering.com
I' •
REV ED
0
/T
ATE.'
7'
or M 1 1
n
REVISIONS
'bit i
APPRO D
DATE
'I` 'I
REFERENCES
D TE
BENCHMARK
CITY ?- ENCINITAS SURVEY CONTROL PRINT
ENC -32 PER RECORD OF SURVEY NU18ER 18416.
ELEVATIOt 92.004' DATLk NAVD88
SCALE
HORIZONAL NIA
VERTICAL N/A
PLANNING & BURDING
REVIEWED BY:
DESIGNED BY DRAWN BY CHECKED BY
APPROVALS
RECOMMENDED QO APPROV
BY: �I/I. /fin BY:
MASIH MAHER GLENN PAUIM
ENGINEERING PUBLIC
WORKS D TO
DATE: `i/ G / IQ DATE: 7
Cll 1 OF ENCINITAS ENGINEERING DEiCfltl,lY.iENT
GRADING PLAN FOR.'
422 SYLVIA STREET
PLANNING CASE N0: 14 -014 CDP A.P.N. #256- 374 -11
Di�[fnI G NQ.
����
BMA KRK BMA
P NS PR ARED UNDER THE SUPERVISION OF
DATE: �l'N I"I
'I P R. C. E. NO. 71651
BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15
'� �
A TES
rSHEET I OF 3
_ 711112014J.,\Active Jo0s \2206 DALZELL (SYLVIA) \DRAWING \2206.pro PLSA 2206
J
INSTALL DECORATIVE
PERVIOUS PAVERS BY
ORCO AGUABRIC OR CITY
APPROVED EGUIV
2" BEDDING PER
MAM)FACTt#ER S SPECS
4., - 3/B" GRAVEL
D Do D D 12" - 112" GRAVEL
''`� NATLPAL GRADE
PERVIOUS PAVER DETAIL,
N.T.S.
OVERFLOW RISER
ATRIUM GRATE
TG PER PLAN
,72f m 1. L ••r zil
Iffmod
& i P
EXISTING CLR8 EXISTING AC
PAVEWU
EXISTING SIDEWALK
SYLVIA ST SECTION
N.T.S.
EXISTING SIDEWALK
EXISTING MASO*?Y
RETAINING WALL TO
REMAIN (TW 56.3)
BW 55.5
DWGS.
�} FG a�
TW 55.4
BW 54.0 il: =
I
FL 54.0 11 -- --
MASONRY RETAINING
WALL PER SDRSO C -1
EASEMENT FOR A DRAIN
PIPE DOCUMENT RECORDED
APRIL 27, 1988 AS INSTR LMEN1
N0. 88- 194612. FL
EXISTING WOOD FENC
TO BE REMOVED
FL
FENCE PER ARCH. DWGS.
NOT TO IMPEDE DRAINAGE
TW 54.9
. _ BW 53.4
FL 53.4
RVT. - BIOETENTION BASIN FOR BEST
MANAGEMENT PRACTICE NOT TO
BE MODIFIED WITHOUT A PERMIT
FROM THE CITY OF ENCINITAS
45 5F MIN (65 SF PROPOSED) T
FG 54.3 W 54.$
BW 53.4
TG pq
EXISTING MONUMENT IE 53.8
TO PROTECT IN PLACE
(TC 5.31
4) ; 6. INLET
(FL 53.65)
SMEWALK UNDER
DRAIN PER,,-27 -1 ,�
Tr Fa 7 N
SIDEWALK OR ANY PUBLIC
DFIROVEMENTS DAMAGED DURING
CONSTRUCTION SHALL BE
KAJ
\ FG 5$.5
FS 55.5
3_4
(FL 53.86)
W DRIVEWAY -
TO BE REMOVED
PLACED
CENTERLINE,-
OF SYLVIA
o�
Nmmg
53.83)
E LOCATION -�
6 66" ACP
f PER
GRADIlVG PLAN
SCALE 1" =10'
{I
FG
I
SINGLE STAY PORTION
OF MEW RESIDENCE WITHIN
BUILDING ENVELOPE OF
PREVIOUS- BUILDING .TO BE
DEMOLISHED 6 REPLACED
54.7
FL 54.6
FS 54.5
-FENCE PEE
FL 54.4
LlfiE OF DECK
5
WALL
e
FG 54.3
FL 54.2
FS 54.6
54.3
IE 539 30 SF MIN (50 SF PROPOSE
PG 54.3 FG 53.!#
SIDEWALK UI R PVT ,
O?ARJ PER D-27
IE 53 6 t
54.19)
EXISTING CONCRETE (FL 53.53)
\ CURB AND GUTTER
- APPROXIMATE 314" COPPER WATER
LATERAL AND 5/8" METER TO BE
UPGRADED TO 1" COPPER AND DUAL
METER PER WSJ,-- WC -I;VBY DISTRICT
AT OWNERS EXPENSE
- APPROXIMATE LOCATION OF EXISTING
SEWER, LATERAL- - CONTRACTOR.. TO
POTHOLE= AND VERIFY LOCATION ELEVATION
AND CONDITION OF PIPE. CONTRACTOR TO
NOTIFY ENGINEER OF ANY DISCREPENCIES.
TRENCH RESURFACING
PER CITY OF ENCINITAS
STANDARD DETAIL
A
p
I
AFB T
MASONRY FETAINIAG
- .I°
BRIAN M. ARDOLINO DATE
R.C.E. NO. 71651
EXP. 12131115
WALL PER SDRSD C -1
REVISIONS
APPROVED
DATE
PFAVI%S PAVER WALKWAY
DATE
BENCHMPsRI�
SCALP,
PLANNING & BUILDING
PAIEOSED FESICEM E FF
APPROVALS
0
SECTION A A
BMA KRK BMA
N.T.S.
GRAPHIC SCALE 1 " =10'
0 10 20 30
Cam%
a
ve
AFB T
PASCO LARET SUITER
CD m No. 71651 o m
Exp. 12/31/15 a & ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
CIVIC - Q 535 North highway 181, Ste A, Solana Beach, CA 92075
OF Cp�1F
ph 858.259.8212 1 fa 858.259.4812 plsaengineeaing , com
- .I°
BRIAN M. ARDOLINO DATE
R.C.E. NO. 71651
EXP. 12131115
REVISIONS
APPROVED
DATE
REFER CES
DATE
BENCHMPsRI�
SCALP,
PLANNING & BUILDING
DESIGNED BY DRAWN BY CHECKED BY
APPROVALS
CITY OF ENCINTTAS ENGINEERING DEPARTMENT
DRAVANG NO.
BMA KRK BMA
CITY OF ENCINITAS SURVEY CONTROL POINT
ENC -32 PER RECORD OF SURVEY MMER 18416.
ELEVAT10k 92.004, DATUMt NAvD88
HORIZONAL 1 " =10'
VERTICAL N/A
REVIEWED BY.'
P S PR RED UNDER THE SUPERVISION OF
DATE: Q 4.14
R.C.E. NO. 71651
BRIAN M. ARDOLIND EXP. 12 -31 -15
REVIEWED BY: ,JQ
GRADING PLAN FOR:
4GnnG nn S Y L4 STREET
PLANNING CASE NO: 14 -014 CDP A.P.N. #256 - 374 -11
11995 -G
MASIH MAHER GLENN PRUIM
ENGINEERING PUBLIC
WORKS D R TO
DATE: q- 1_�_41[ 4 DATE:
DATE.'
SHEET 2 OF 3
ve
1. SET POSTS AND EXCAVATE A
4BY4IN (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.
I
FILTER FABRIC Of
WIRE
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
SILT FENCE DETAIL
NOT TO SCALE
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAG DETAIL
NOT TO SCALE
°d
W ° ® me e
W e 4 m
° d p d • a
C!7° 11 e° d
d °
j °• °
A °• a d °
J ° d q d
• e4 d
°
° °d • d
19' RADIUS A
MIN' 20' MIN
�t
WIDTH AS REQUIRED NOTE:
TO ACCOMODATE CONTRACTOR TO MODIFIY CONSRUCTION
ANTICIPATED TRAFFIC ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
COARSE
AGGREGATE
FILTER
FABRIC
INSTALL TEMPORARY
GRAVEL BAG CHECK
DAMS ALONG FLOWLINE
PEP Gr-na
EROSION CONTRbL PLAN
SCALE 1 " =10'
HYDROSEED NOTES
1, HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6'1 (HORIZONTAL
TO VERTICAL) DR STEEPER WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN MIGHT IN CUT AREAS MESS SLOPE IS NOT SUOJECT TO
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED
BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE 0PTIMU9
LEVEL FOP 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 ZOR90 FESCUE
3. 3 LBS PER ACRE C.- E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ,ICHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS G DE 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 AGRICULTURE
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 MACH (STRAW) MAY BE SUBSTTTUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLrpr ^'
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 ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
1. TRACK WALKING SLOPES STEEPER THAN 6:1.
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 SUWACE 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.
HYDIROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH U 1VTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COLLETED AND ALL SECURITY RELEASED.
ADJACENT PROPERTY DISTURGANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S 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 ON 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. BU DED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. Si.T FENCING, FIBER ROLLS GRAVEL BAGS) MUST BE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SI'" �,'6TMTALS MANAGEMENT BL
MIST ALSO BE FOLLOWED TO ENSURE MID 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 OF ;;-LOWED. DCIA
MEANS STORE} RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DR4IX DRIVEWAY, AND STREET.
GRAPHIC 1 " =10'
0 10 20 30
ORIGINAL
CONSTRUCTION ENTRANCE DETAIL GRADE
° °e
d ° d
NUT TO SCALE °
d e4 e °
FESSIOA,
1.1 ' MIN., UNLESS OTHERWISE O �Z�NAEL
AS BUILT SPECIFIED BY A SOILS ENGINEER o`v'A PASO LARET SUIT ER
SFMONA - -A c mExp. 12/31/15
�J &ASS ®C6ATES
4•LZ'1.5 CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
BRIAN M. ARDOLINO DATE `rTQ CIVII- �� 535 North Highway 101, Ste A, Solana Beach, CA 92075
R.C.E. NO. 71651 OF CALIF
EXP. 12131115 ph 858.259 8212 1�►fx 885588..259.4812 plsaengineering.com
REVISIONS APPROVED DATE RE NCES DATE BENCHMARK S'C'ALE PLAANNING & BUILDDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS C i OF ENCIN l AS L' i1�IG11\riL'il�iL�1G DEPART1r1L'.l\T DRAWING NO.
BMA KRK BMA
A 46 CITY OF ENCINITAS SUDVE' - CONTROL POINT
ENC -32, PER RECORD OF SURVEY MMER 16416. REVIEWED BY: P S PREP A UNDER THE SUPERVISION OF REVIEWED BY: J O GRADING PLAN FOR.'
HORIZONAL 1"=10' DATE: {' W' I'1 ��' �'"� 11995 -G
• MASIH MAHER GLENN PRUIM 422 SYLVIA STREET
R.C.E. NO. 71651 ENGINEERING PUBLIC
VERTICAL N/A
ELEVATIOAt 92.004' DATLAt. N4VD88 DATE: BRIAN M. ARDOLINO EXP. 12 -31 -15 WORKS Q,ERt CT R
DATE: � L(�_/�. DATE: 1 7 PLANNING CASE NO: 14 -014 CDP A.P.N. #256 - 374 -11 SHEET 3 OF 3
7115 12014J. \ALtive Jobs \2206 DALZELL (SYLVIA) \DRAWING \2206.pro PLSA 2206
Z3
4
INSTALL TEMPORARY
GRAVEL BAG CHECK
DAMS ALONG FLOWLINE`
PER SC -O6
b 0
11Q0 ,
WIDTH AS REQUIRED NOTE:
TO ACCOMODATE CONTRACTOR TO MODIFIY CONSRUCTION
ANTICIPATED TRAFFIC ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
COARSE
AGGREGATE
FILTER
FABRIC
INSTALL TEMPORARY
GRAVEL BAG CHECK
DAMS ALONG FLOWLINE
PEP Gr-na
EROSION CONTRbL PLAN
SCALE 1 " =10'
HYDROSEED NOTES
1, HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6'1 (HORIZONTAL
TO VERTICAL) DR STEEPER WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN MIGHT IN CUT AREAS MESS SLOPE IS NOT SUOJECT TO
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED
BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE 0PTIMU9
LEVEL FOP 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 ZOR90 FESCUE
3. 3 LBS PER ACRE C.- E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ,ICHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS G DE 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 AGRICULTURE
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 MACH (STRAW) MAY BE SUBSTTTUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLrpr ^'
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 ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
1. TRACK WALKING SLOPES STEEPER THAN 6:1.
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 SUWACE 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.
HYDIROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH U 1VTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COLLETED AND ALL SECURITY RELEASED.
ADJACENT PROPERTY DISTURGANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S 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 ON 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. BU DED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. Si.T FENCING, FIBER ROLLS GRAVEL BAGS) MUST BE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SI'" �,'6TMTALS MANAGEMENT BL
MIST ALSO BE FOLLOWED TO ENSURE MID 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 OF ;;-LOWED. DCIA
MEANS STORE} RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DR4IX DRIVEWAY, AND STREET.
GRAPHIC 1 " =10'
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4•LZ'1.5 CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
BRIAN M. ARDOLINO DATE `rTQ CIVII- �� 535 North Highway 101, Ste A, Solana Beach, CA 92075
R.C.E. NO. 71651 OF CALIF
EXP. 12131115 ph 858.259 8212 1�►fx 885588..259.4812 plsaengineering.com
REVISIONS APPROVED DATE RE NCES DATE BENCHMARK S'C'ALE PLAANNING & BUILDDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS C i OF ENCIN l AS L' i1�IG11\riL'il�iL�1G DEPART1r1L'.l\T DRAWING NO.
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ENC -32, PER RECORD OF SURVEY MMER 16416. REVIEWED BY: P S PREP A UNDER THE SUPERVISION OF REVIEWED BY: J O GRADING PLAN FOR.'
HORIZONAL 1"=10' DATE: {' W' I'1 ��' �'"� 11995 -G
• MASIH MAHER GLENN PRUIM 422 SYLVIA STREET
R.C.E. NO. 71651 ENGINEERING PUBLIC
VERTICAL N/A
ELEVATIOAt 92.004' DATLAt. N4VD88 DATE: BRIAN M. ARDOLINO EXP. 12 -31 -15 WORKS Q,ERt CT R
DATE: � L(�_/�. DATE: 1 7 PLANNING CASE NO: 14 -014 CDP A.P.N. #256 - 374 -11 SHEET 3 OF 3
7115 12014J. \ALtive Jobs \2206 DALZELL (SYLVIA) \DRAWING \2206.pro PLSA 2206