2012-11408 G (Plans)RIGHT OF WAY NOTE
EROSION CONTROL
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
OWNER
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
1. IN CASE EMERGENCY WORK I3 REQUIRED, CONTACT CRAIG SKIERA AT 6( 19) 829 -4829
CONCRETE WASHOUT
AARON BRUNSWICK CALIFORNIA ASSET TRUST UTD 4-17-90 701 BRICKELL AVENUE
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
24 HOURS A DAY.
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT
SUITE 3000 1 SIRE T
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUGfA, PLASTER AND THE LIKE INTO THE
5
MIAMI, FL 33131 a
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SWILL POST A SIGN DESIGNATING THE
�
PHONE: 305789 -7788 =
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE
WASHOUT LOCATION,
DRAINAGE NOTE
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
SITE ADDRESS o N SHE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
CONSTRUCTION SITE ACCESS
1050 EOLUS AVENUE T
E
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
T STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK ANDJOR CORRUGATED STEEL
ENCINITAS, 92024 m
APN: 2�-�144 Alp
AN APPROVED DRAINAGE FACILITY.
ENGINEERING INSPECTOR.
PANELS/PLATES.
UTILITY NOTE
4. THE CONTRACTOR SFYLLL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
CONSTRUCTION VEHICLES
c
LEGAL DESCRIPTION
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARCEL 1 AND REMAINDER PARCEL OF PARCEL MAP No. T L CADIA BOULEVARD
17730, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SWILL BE MADE OFFSITE.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY °
GENERAL NOTES
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
EROSION CONTROL
RECORDER OF SAN DIEGO COUNTY JULY 23,1996. z FU
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS
CIRCUMSTANCES WHICH MAY ARISE.
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
OWNER'S CERTIFICATE C
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY GANGES OR REVISIONS
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
2. THE REPORTS TITLED'REPORT OF PRELIMINARY GEOTEGHNICAL INVESTIGATION PROPOSED
INCORPORATED HEREON.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
THE SITE.
FOUR -LOT RESIDENTIAL DEVELOPMENT' PREPARED BY CHARLES H. CHRISTIAN DATED FEBRUARY 28.
PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
2007, AND UPDATE DATED MAY 21, 2012 , PROJECT# CWE2110807.02; "REVISED SOIL REMEDIATION
S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
WORK PLAN FOR JAMES D. WING, SUCCESSOR TRUSTEE OF THE AARON BRUNSWICK CALIFORNIA
SLOPE AT THE CONCLUSION OF EACH WORKDAY.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SWILL BE CONDUCTED IN
SIGNATURE: a DATE: -71,9311150
ASSET TRUST UTD 4117190" PREPARED BY ENVIROAPPLICATIONS, INC. (DATED APRIL 17, 20128
'SITESPECFIC
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
JAM WAG, dpdd�
HEALTH AND SAFETY PLAN FOR THE FORMER FLOWER FARM 1050 EOLUS AVENUE,
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
UNNECESSARILY; THEY HELP DECREASE EROSION.
TRUSTEE OF TH N BRUNSWICK
ENCINITAS, CA" PREPARED BY ENVIROAPPLICATIONS, INC. (DATED FEBRUARY 5, 2013), AND "SOIL BERM
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
CALIFORNIA ASSET TRUST UTD 4117/90
ASSESSMENT REPORT FOR JAMES D. WING, SUCCESSOR OF THE AARON BRUNSWICK CALIFORNIA
(40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR
ASSET TRUST UTD 4117190" PREPARED BY ENVIROAPPLICATIONS, INC. (DATED MAY 9, 2013). SHALL BE
EROSION CONTROL PURPOSES. EROSION SWILL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL
SOILS ENGINEER'S CERTIFICATE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH
GRASSES TO SHIELD AND BIND THE SOIL.
THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS.
1, CHARLES H. CHRISTIAN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR
STORMWATER POLLUTION CONTROL POST CONSTRUCTION! BMPAMP NOTES
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
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 ON FERUARY 28, 2007 AND
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
FOR AN UPDATE ON MAY 21.2012 . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
SURFACES INCLUDING ROOF DRAINS SWILL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM
O THE T
ON-SITE CONSTRUCTION MATERIAL STORAGE
REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
DRAIN SYSTEM.
STORED MATERIALS SHALL BE CONTAINED IN RE PLACE TO PREVENT SEEPAGE
STORE SPILLAGE. CONTRACTOR SHALL
FOR THIS PR BfXN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING
STAY D
STORE THESE PRODUCT'S WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
R S
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SFWU_
CONTAINMENT FOR ALL FUEL STORED ON -311E. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
SIGNED: it
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR
3. ALL IMPERVIOUS AREAS WITHIN THE 811E SWILL DRAIN TO APPROVED BMPAMP FACILITIES
STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORM WATER FLOWS AND STORM DRAIN
INLETS. STOCKPILES BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
.
RQE NO: 713 gROFESSi
4q r
g _ _ 1 � �Y 's ti Cy9 Fy
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
EXP DATE•
ENGINEER OR A LICENSED LAND SURVEYOR
A
AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
FROM THE SITE. ALL IMPERVIOUS
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
NT BA
�t
AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY
JOB#: = Na. GE215 � A
7. THE CONTRACTOR SWILL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING
'
AND/OR THE TURFI ANDSCAPED AREAS.
TRAINING
Z040664- v
* EXP.9 -30 -13 Z
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
4. NO DRAINS SHALL BE INSTALLED IN WIRDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE
G+ �
COMPANY: CHRISTIAN WHEELER ENGINEERING O;k- "o
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
BMP NOTES SHALL BE
ADDRESS: 3980 HOME AVENUE �q `P
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMPBMP.
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM
OF�gL1P
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
SAN DIEGO, CA 92105
PHONE' 6194WI700
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPBMP AREA OR HAVE
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
WASTE MANAGEMENT
IT TO AN ADEQUATE IMPBMP.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
STATEMENT OF ENGINEER OF WORK
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER SOILS
6• ALL STORMWATER IMPBMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FROM THE CITY.
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
ENGINEER GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE
NO SEEPAGE FROM ANY DUMPSTNA SHALL BE DISCHARGED INTO STORMWATER. SHALL BE PLACED AROUND
BERMSIED
THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (780) 8332770.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS.
B FR
ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION 311E
REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
RULES AND SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY THE EX E N OR REVIEW PERFORMED BY
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
PU BLIC THE CITY OF ENCINITAS IN ITS CAPACITY AS A ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
NOT A DETERMINATION BY THE GAY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER 111E
NON-RECYCLABLE
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NONaRECYGBLE MATERIALS MUST BE TAKEN TO AN
OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
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
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION' SHALL BE
"THE
SHALL BE INSTALLED E ALL OPENINGS O HOLD M ANY LIQUIDS THAT ESCAPE FROM THE
DUMPS7ER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
MATERIAL CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO
ORDER DUMPSTERS CALL EDCO AT (760) 436aN51.
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER
PROVIDED STATING: GRADING UNDER PERMIT NO. 11406 -G HAS BEEN PERFORMED IN
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FIAT 1O ALLOW ROLLING OF THE DUMPSTER IN
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE
AND OUT. THE ENCLOSURE SHALL SELF CONTAINED MAY HAVE A DISCHARGES
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES ABOUND THE
ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER
CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
IL
THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED 1HROUGH A
O FILTERED
SITE.
CITY APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
SIGNATURE' DATE' 6
M. ERA
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
REQUIRED FOR THIS STRUCTURE.
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
SURFACES
COMPANY: ENVIROAPPLICATIO INC
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING
SAN DIEGUITO WATER DISTRICT NOTES:
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND SI ORMDRAIN. CONTRACTOR MUST
,
ADDRESS: 2831 CAMINO DEL RIO S. SUITE 214
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE
1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
SAN DIEGO, CA 92106
PHONE: 619 -291 ! �• ®4/
FOR THEIR INTENDED USE.
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
RCE EXPIRES I Z
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
a
I�
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
17�)
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT 633 -2770.
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NOTIFICATIONS
EARTHWORK DATA
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 8 H: 1 V
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
PROJECT.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
MAXIMUM VERTICAL DEPTH OF CUT = 1.5 '
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
MAXIMUM VERTICAL DEPTH OF FILL = 0 '
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
CUT= 1035 G.Y. FILL= 0 C.Y.
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
IMPORT = 0 C.Y.
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
REMEDIAL = C.Y. REMOVAL AND RECOMPACTION UNDER AND ' OUTSIDE OF BUILDING AREAS)
BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
A. SEWERS - LEUCADIA WASTEWATER DISTRICT - (780 )-753-0155
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN
B. GAS $ ELECTRIC - SDGE - (780}438.8200
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY
C. WATER - SAN DIEGUITO WATER DISTRICT 1- 800 - 227 -2600
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS
D. TELEPHONE - SBC BELL - (760}4893411
AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER
E. CABLE TV - COX COMMUNICATIONS - 980}8068809 X -2233
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS,
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
PHONE: (760}8332770•
BMP PROJECT STATUS
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (7W)633 -2770. ALL WORK
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SWILL BE ROUNDED IN
S. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
STANDARD
ACCORDANCE WITH THE GRADING ORDINANCE.
DIEGO GAS AND ELECTRIC VAULTS.
4. THE APPROVED SOIL REMOVAL NOTIFICATION FOR 1050 EOLUS AVE SHALL BE DISTRIBUTED AT A MINIMUM OF 3 WEEKS
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
7. ALL WATER SERVICES TO BE CONSTRUCTED GEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
PRIOR TO START OF GRADING. -
OR OTHERWISE DISPOSED OF OFF THE<SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
AS BUILT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
IMPERVIOUS AREA
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
8. CALIFORNIA STATE LAW ASSEMBLY BILL AS -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5172 SQFT
ENGINEER PRIOR TO 111E DISPOSAL OF ANY SUCH MATERIAL.
THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER
Ir
IMPERVIOUS AREA AFTER tX)NSTRl1CITON: 5172 SQFT
SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH
INCREASE IN IMPERVIOUS AREA: 0 SQFT - - %® °S(• 141
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN
THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS
IMPERVIOUS AREA REPLACED: 0 SQFT E N OF W ®R K 1�,Ai'E
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY
TO BE NO -LEAD BRASS PARTS.
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO CITY TREES AND SHALL
9. ALL COPPER TUBING USED FORAIR RELEASES, BLOW LFUCADIA WASTEWATER DISTRICT PUBLIC V (mm PLANNNG AND BUILDING PARKS AND
RECREATION SAN D�GUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
IF
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE.
R
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
THE
OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE
PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18.
TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
i!
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT
'i®
7rA 7- Z
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE
a
l _ „_ Q �y . / Zml.3
3 3 �Q
REMOVAL.
S
TIE BKiN
TE 811iN DATE DA
(SIGNATURE EXPIRES 2 YEARS AFTER DATE)
CFMNOE N0.
DESCRP110F1
DATE
BENCHMARK
SCALE
COURTY
ow. OF IISjV�1�fTAL NWTN
DESIGNED BY:
DRAWN BY: '
CHECKED BY:
ENGINEERING DEPARTMENT AP ALB
CITY OF ENCINITAS - ENOWEERING SERVNM DEPARTMENT
DRAWING NO.
A
AS B VI LT eW
/S /
CrreoFEVCINrrASSURVEYCONrROL
: ewes srg�,s0UGA s,
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED:® APP'":
�M•
GRADING PLAN FOR SOIL REMEDIATION
HORIZONTAL. t " -20'
�p�: '.2�- i 3
d
�,�„�,
� M'Y��
1050 EOLUS AVENUE
11408
LOCATION. sAP
LOCATION: ET IN SOUTHERLY SI
APPROXIMATELY
ROXIMSIDEWA FFLYOF TRAP
iLYOFATftAFFIC
VERTICAL:
"`,: �y
RC.E. NO. C•'7
MASMMAHEtC4781S GLENN PRUIMCS1274
AARON BRUNSWICK CALIFORNIA ASSET TRUST UTD 4-17-90
-G
SKMALATTHESOUTH
SKlNAL AT THE 80UT}EASTERLY ME78ECTION OF
SOUTHEASTERLY
ORPF £U8AVEMIEANDLUECADN80ULEVARD
1' =20'
- t'.' °�� n
�'
_
--
ENGIN RS NAME EXP.:
ENGI NG/f cWORKSDIRECTOR
$� 12 13 Szzo //�
DATE � � �
APN:254- 391.44
PLANNING CASE NO: 07-M TPM/CDP
RECORDFROkt So�ERNCAUr-0w,NSURVEr
ELEVATION: ,785{8 DATUM: NAVDee
SIGN DATE
SHEET 1 OF 3
a
�Nu
O
p un
WO
oaf
6966
HIM H
••
w cm
11
BENCHMARK
CITY OF ENCINITAS SURVEY CONTROL MONUMENT NO. 1024;
BRASS DISC STAMPED 134WCCS1 SET IN SOUTHERLY SIDEWALK
OF LEUCADIA BOULEVARD APPROXIMATELY 37' EASTERLY OF A TRAFFIC
SIGNAL AT THE SOUTHEASTERLY INTERSECTION OF ORPHEUS AVENUE
AND LEUCADIA BOULEVARD, PER CITY OF ENCINITAS INFORMATION.
ELEVATION = 178.543 NAVD88 DATUM
(SUBTRACT 2.152' FOR NGVD29 PER ENCINITAS)
NOTES:
TOPOGRAPHY PER FIELD SURVEY ON AUGUST 29 -30, 2012.
NO STORM DRAINS WERE IDENTIFIED OR LOCATED ON THE
PROPERTY.
PROJECT SUMMARY:
THE PROJECT SCOPE OF WORK IS DETAILED IN THE ATTACHED REVISED
SOIL REMEDIATION WORK PLAN FOR JAMES D. WING, SUCCESSOR
TRUSTEE OF THE AARON BRUNSWICK CALIFORNIA ASSET TRUST UTD
4117190 AND SUMMARIZED BELOW. THIS WORK PLAN WAS APPROVED
ON APRIL 27, 2012 BY THE COUNTY OF SAN DIEGO DEPARTMENT OF
ENVIRONMENTAL HEALTH (DEH), LAND AND WATER QUALITY DIVISION
(LWQD), VOLUNTARY ASSISTANCE PROGRAM (VAP)(APPROVAL LETTER
ATTACHED). A MODIFICATION TO THE SCOPE OF WORK IS INCLUDED IN
THE "SOIL BERM ASSESSMENT REPORT" DATED MAY 9, 2013 AND
APPROVED BY THE DEH ON MAY 22, 2013.
HISTORICALLY, PESTICIDE APPLICATION WAS CONDUCTED AS PART OF
THE AGRICULTURAL ACTIVITIES CONDUCTED ON SITE, WHICH RESULTED IN
LOW CONCENTRATIONS OF RESIDUAL TOXAPHENE IMPACTS IN AN
ESTIMATED 500 TO 1,000 CUBIC YARDS (CY) OF SURFACE SOIL. SOME
SOIL SAMPLES SLIGHTLY EXCEEDED THE U.S. EPA REGIONAL SCREENING
LEVEL (RSL) AND CALIFORNIA HUMAN HEALTH SCREENING LEVELS
(CHHSLS) FOR RESIDENTIAL SOIL OF 0.46 MG /KG TOXAPHENE.
THE VAP— APPROVED WORK PLAN PROPOSES TO EXCAVATE AND DISPOSE
OFF —SITE THE SHALLOW SOILS IMPACTED WITH LOW CONCENTRATIONS OF
TOXAPHENE AND CONDUCT CONFIRMATORY SAMPLING AND ANALYSIS.
SOIL EXCAVATION WILL BE CONDUCTED IN LIFTS INITIALLY, A 9 —INCH
LIFT WILL BE REMOVED FROM THE APPROXIMATELY 18,000 SQUARE FOOT
(LESS THAN X—ACRE) IMPACTED AREA. APPROXIMATELY 500 CY OF
SOIL WILL BE EXCAVATED IN THE INITIAL LIFT. SOIL SAMPLES WOULD
THEN BE COLLECTED FROM THE SOIL DIRECTLY BELOW THE EXCAVATION.
IF, FOLLOWING REMOVAL OF THE INITIAL 9 —INCH LIFT OF SOIL,
CONFIRMATORY SAMPLE ANALYTICAL RESULTS INDICATE THE PRESENCE
OF TOXAPHENE ABOVE THE RSL, A SECOND 6 —INCH LIFT WILL BE
REMOVED. DEPENDING ON THE LOCATIONS OF THE SAMPLES WITH
CONCENTRATIONS EXCEEDING THE TOXAPHENE RSL (IF ANY), THE LIMITS
OF EXCAVATION MAY BE REDUCED FOR THE SECOND LIFT
EXCAVATED SOIL WILL BE LOADED DIRECTLY INTO TRUCKS FOR OFF —SITE
DISPOSAL AT AN APPROVED FACILITY, WITHOUT ON —SITE STOCKPILING.
TRUCKS WILL BE COVERED BEFORE LEAVING THE SITE. SOIL EXCAVATION
WILL BE CONDUCTED BY AN EXPERIENCED CALIFORNIA — LICENSED CLASS
A CONTRACTOR WITH A HAZARDOUS SUBSTANCE REMOVAL
CERTIFICATION (HAZ)
PROJECT SUMMARY REFERENCED FROM "REVISED SOIL REMEDIA77ON
WORK PLAN" BY ENVIROAPPLICATIONS, INC. DATED APRIL 17, 2012.
EXISTING GRADE
CUT FIRST LIFT g
APN: 254—J91-26
APN: 254 - 391 -32
EXISTING SILT FENCE
CONTINUOUS ALONG
WEST PROPERTY LINE
ADJACENT RESIDENCE
APN: 254 - 391 -29
APN: 254 - 39142
ADJACENT RESIDENCE
EXISTING EDGE AC
PAVEMENT
v
0 10 20 40 50 60
LEGEND SYMBOL
PROPERTY LINE
ADJACENT PROPERTY LINE
SETBACK LINE
STANTEC SOIL SAMPLE LOCATION
H
PROPOSED CONFIRMATORY (POS1-
DENSITY 2.0 - 3.0 UNITS ACRE
EXCAVATION) SOIL SAMPLE LOCATIONS
LOT SIZE 14,500 S.F.
BERM AREA (PRE - EXCAVATION)
BUILDING TYPE RESIDENTIAL
SOIL SAMPLE LOCATIONS
FLOOR AREA RATIO N/A
FINISHED GRADE
HEIGHT N/A
LIMITS OF EXCAVATION
- — — — — -
LIMITS OF BERM EXCAVATION
SE78ACK FRONT. 25' INT SIDE 10, EXT SIDE 10, REAR: 25
LIMITS OF GRADING
- — —II— — -
NATURAL CONTOUR
— — ---- -
SILT FENCE (EXISTING)
- X— X— X— X-
SCREENED C0NS7RUC77ON FENCE
■ -
TOXAPHENE CONCENTRATION (mg /kg)
GRADING PLAN FOR 301E REMEDU \TION
1050 EOLUS AVENUE
AARON BRUNSWICK CALIFORNIA ASSET TRUST UTD 4-17-90
APN: 254391.44
PLANNING CASE NO: 07-OW TPMTCDP
ABOVE EPA REGIONAL .SCREENING LEVEL=
0.48
0.44 mg/kg
(RESULTS NOT SHOWN IF BELOW RSL)
SOIL SAMPLE DEPTH (INCHES) (6--12-)
1. LEGAL DESCRIPTION.
PARCEL 1 AND REMAINDER PARCEL OF PARCEL MAP No. 17730, IN THE
CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED
IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY JULY 23,
1996.
2. ASSESSOR'S NUMBER: 254 - 391 -43 AND 44
J. DATE OF PREPARATION: 9110112
4. GROSS AREA: 89.959 S.F. = 2.07 AC
5. PRESENT AND PROPOSED ZONING R3
PRESENT AND PROPOSED USE. RESIDENTIAL
6. WATER DISTRICT SAN DIEGUITO WATER DISTRICT
SEWER DISTRICT. • LEUCADIA WASTEWATER DISTRICT
FIRE DISTRICT. CITY OF ENCINITAS
SCHOOL DISTRICT: ENCINITAS UNION ELEMENTARY SCHOOL DISTRICT
SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
7 CALIFORNIA COORDINATE: 330 -1680
8. GRADING QUANTITIES: CUT 1035 CY
FILL 0 CY
9.. LOCA71ON AND STATUS OF EXISTING LEGAL ACCESS TO SUBJECT
PROPERTY FROM A PUBLICLY MAINTAINED ROAD. EOLUS AVENUE
USE REGULATIONS R -3
NEIGHBORHOOD REGS R -3
DATE
DENSITY 2.0 - 3.0 UNITS ACRE
z z
LOT SIZE 14,500 S.F.
W pz
BUILDING TYPE RESIDENTIAL
o g
FLOOR AREA RATIO N/A
- ER
HEIGHT N/A
oCOVERAGE
0.35
SE78ACK FRONT. 25' INT SIDE 10, EXT SIDE 10, REAR: 25
OPEN SPACE NIA
SPECIAL AREA REGS N/A
REVIION S
APP
DATE
REFERENCES
DATE
BENCHMARK
SCALE
PLANNING & BUILDING DEPARTMENT
DESIGNE �'
°J CH
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
01
S BUILT
x
DEBCRPT ION:CRYOFENCNTfAS SURVEY CONTROL
O NO. ABB DS A
HORIZONTAL• 1• -2D'
VERT�iAL 1• - �'
�' �
�'��D�'� °"" J""V`
DATE T � ���
PLANBPREPAREDBY. �� � i '`
=1 CA I OCATIONB INC
aBBiCAMINODEL RIO SOUT1i,SUTTE a���� �°� �
SAN DIEGO, 06 `
(81>�291�988� a
R.C.E.NO.: ones
N. E W.: IM/14
RECOMMENDED: APPqpVW.
,/l
L"AB' ""u"e+rwss +e a�NNPR�ICS +�+ �
c
8/12/13 S zo /i3
DATE DATE -�
GRADING PLAN FOR 301E REMEDU \TION
1050 EOLUS AVENUE
AARON BRUNSWICK CALIFORNIA ASSET TRUST UTD 4-17-90
APN: 254391.44
PLANNING CASE NO: 07-OW TPMTCDP
11408 -G
L SIDEWALK OF LENR7C81
LOCATION: N SOLI DE
.LOCATION: BET IN80UREIlY81DE1NMKOFLEUfTAgA
BOULE/AIO APPRObMATELYBT EASTEIILY OF ATAIIFFIC
8Ki1MLATT1EBOl JTIiFa6THilYINTT31 TpNOFORPFEUB
AVISIMANDWECADIABOUEI/ARD
REOORDFROM: SOUTHERNCAUFORNIASLEW
ELEVATION ,78 Tr18 DJ1TUhh NAYDee
SHEET 2 OF 3
LEGEND SYMBOL
PROPERTY LINE
— —
ADJACENT PROPERTY LINE
i
DATE
SETBACK LINE
— — — —
PROPOSED CUT \FILL SLOPE
=2:
FINISHED GRADE
"
{
ENGINEERING DEPARTMENT APPROVALS
LIMITS OF EXCAVATION
— — — — — —
LIMITS OF BERM EXCAVATION
J ni
LIMITS OF GRADING
—
NATURAL CONTOUR
— —
SILT FENCE (EXISTING)
— X— X— X— X—
SCREENED COIVSTRUC77ON FENCE
■ ■
VEHICLE TRACK —OUT 0
• TO PREVENT EXCAVATED SOIL FROM BEING CARRIED OFF —SITE, ALL VEHICLES
AND EQUIPMENT MUST BE INSPECTED PRIOR TO EXITING THE SITE. IF
SIGNIFICANT AMOUNTS OF SOIL ARE TRAPPED WITHIN OR CAKED /CRUSTED ON
THE TIRES OR UNDER — CARRIAGE OF VEHICLES, THE SOIL MUST BE BRUSHED
OFF AS NECESSARY TO PREVENT SOIL TRACK —OUT PRIOR TO THE VEHICLE
EXITING THE SITE. DURING AND AT THE END OF EACH DAY ANY SOIL
DEPOSITED ON EOLUS AVENUE, OUTSIDE THE EXIT OF THE SITE, WILL BE
SWEPT UP AND RETURNED TO THE PROPERTY FOR ON —SITE MANAGEMENT.
• A CORRUGATED STEEL SHAKER PLATE WILL BE PLACED AT THE VEHICLE EXIT
FROM THE S17E TO FACILITATE SOIL TRACKOUT MINIMIZATION. ALL VEHICLES
EXITNG THE SITE WILL PASS OVER THE SHAKER PLATE BEFORE LEAVING THE
SITE.
• TRUCK LOADING WILL BE CONDUCTED ON THE EXIS77NG ASPHALT PARKING
LOT, WHICH HAS A PAVED ENTRANCE OFF EOLUS AVENUE. SHOULD
ADDITIONAL AREA BEYOND THE EXIS77NG PAVEMENT BE REQUIRED FOR TRUCK
TURN — AROUND, ANY NON —PAVED AREAS RECEIVING TRUCK TRAFFIC WILL BE
COVERED WITH GRAVEL TO MITIGATE TRACK —OUT. THE ASPHALT PARKING
AREA WILL BE SWEPT AS NEEDED TO REMOVE ANY LOADING OVERSPILL.
FLOOD PLAIN
THE PROPERTY IS OUTSIDE THE 100 —YEAR FLOOD PLAIN (SEE SOILS REPORT)
r
Z MINIMUM
%
EXISTING GROUND
APN: 254 - 391 -26 APN: 254 - 391 -10 GARAGE ADJACENT RESIDENCE
i
ADD /EXTEND SILT LOT 10
FENCE AROUND CORNER 40'
_N74 5557 "E 299.95' _
-oho iR4ink-- Eanee- — — — — — — — —
6 /aak
APN: 254 - 391 -32
EXISTING SILT FENCE
CONTINUOUS ALONG
WEST PROPERTY LINE
16'
ore `(.� ( ,4 `._.,. /'" /'` F brush ,r 7
t I
"' SLOPE 6.0q
I ('WATER FIOW DIRECTION) ; {
Cn
i c�
r
°I { EXISTING CON70OUS SOIL BERM ;c \ #
I ALONG WEST PROPERTY LINE
(.n /. °D \ 1 !
R I / l� F
x
If
s
I
A /
X f �
Cy) Io
grove/
i
X 111 SEED � � K, ve/ p' /e 716 LOADING AREA 11
asphalt 3 surface
jl
5'
APN: 254-391-42
ADJACENT RESIDENCE
J
I
Pa
41
cat
F
IIg I
I I past
i
11
1 'k bol
1 \P
t \
E
I
pipe
t
IKER PLATE
o }
r'
0 I 1 d
<'4
t
4 I i big
I f /�� % � � � �. � i + .....,. � „fie ✓^ �'' k _.
f / J 314” STONE(4° CK) OVER FILTER FABRIC
FOR TRUCK TUf N AROUND (AS NEEDED)
X om/ 3
� � 3 e � � b O°„E° � r^�� I
t 3 sh ees �,.,a 6
P I
I i INSTALL SCREENED` I
X / CONS7RUC110N,FENCE� 1 {i°
PREVIOUS L T LINEN '- brake,
aO29re — — — — — — -
-I-
I
j
PORTION OF BE
k
i
DATE
SCALE
x'<
I
TO BE EXCAVA D
((SOIL WELL BE PLACED
lMIH
(
01
"
{
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
PATIO
J ni
r_
IMPORTED -LEAN FILL !^J
1
i
k
DF�BCAIPr10N: CRY OF ENCNRAB SURVEY CONTROL
MONUMENT NO. 102C BF1A88 DISC STAMP ®18ANCC61
HORIZONTAL- 1 - -20'
VERTICAL' 1' -20'
�—
APPROVED By y°�^- <��._._�.��-
DATE: v1. l Zoo 3
CA
*
GRADING PLAN FOR: SOIL REMEDIATION
10'.i0 EOLUS
AARON BRUNSWICK CALIFORNIA ASSET TRUST UTD 4-17-90
APN: 254-39144
PLANNING CASE NO: 07-M TPM/CDP
4OH-G
LOCATION: SETINSOUTEFLYNDEWALKOFIEUCIDIA.
BOULEVAMAPPRMMATMYSTEASIERLYOFATRII M
BOWALATTHESOUTHEASrEFLYIWERBEM NOFdOFEUB
I2ND
REMAINDER PARCEL
AVENUE AND LUECADUABOULEVARD
RE VA11ON:17 SOUTHERN DATUM: NARNMBUFNEY
ELEVATION: 1T8.6*9 DA1Ud: w►voee
i
{
DECK
GROSS AREA = 14,537 S.F.
APNi 254 - 391
i
NET AREA = 14,537 S.F.
i
{?
(
-4j
PAD 161.0 EXISTING RESIDENCE
%
I
TO REMAIN
-.,r
f
brush 'f
¢x
1
x— x—
-� �
-
�
•.
ttt —x
—x —x
Y •--~
_ .
o
ADD SILT FENCE
AROUND CORNER 40'
APN: 254 - 391 -12
LOT 12
APN: 254 - 391 -13
N7455'45 "E 299.97'
APN: 254 -391
7
0
EXISTING 12" AC
WATER MAIN �.
I I
IQ;
f
to
\D
valve a
0
I
I
I 0
.°-. 111
0
I c
`CONSTRUCTION
�I ENTRANCE
m tl
Pf
n<
J.Z
0
I
I
Ln
un
N
¢
I
rn
I
d-
N
EXISTING EDGE AC
J--�T G PAVEMENT
- 22'
I
50'
rn
I N
III
?ao K J Eg
¢poise a a
��P I
0
GOB valveo
FFH
I
iF2
I
¢
N
I
N
I
CN
N
Z
n,
NN-
�i
0 10 20 40 50 60
HYDRO —SEED
1. HYDRO— SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE
GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY
ARE.•
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE
IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT
CHARACTER OF THE MATERIAL AND APPROVED BY THE CITY
ENGINEER.
2. IRRIGATION SHALL BE PROVIDED TO MAINTAIN THE MOISTURE
LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF
THE HYDRO— SEEDED GROWTH.
J. HYDRO— SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING.
A. SEED MIX SHALL CONSIST OF NO LESS THAN:
B. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSI7E IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND
AGRICULTURE CER71FICATION TAG ATTACHED TO OR PRINTED ON SAID
CONTAINERS.
C. NON —PHYTO —TOXIC WETTING AGENTS MAY BE ADDED TO THE
HYDRO —SEED SLURRY AT THE DISCRE77ON OF THE CONTRACTOR.
D. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN
2,000LBS. 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.
4. AREAS TO BE HYDRO— SEEDED SHALL BE PREPARED PRIOR TO
HYDRO— SEEDING BY.•
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION
OP
a. TRACK WALKING SLOPES STEEPER THAN 6:1.
b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM
"A" ABOVE.
B. COND17IONING THE SOIL SO THAT IT IS SUITABLE FOR PLANTING BY.-
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A
DAMP, BUT NOT SATURATED, SEED BED.
b. THE ADD177ON OF SOIL AMENDMENTS, PH ADJUSTMENT,
LEACHING, OR COVERING SALINE SOILS TO PROVIDE VIABLE
CONDITIONS FOR GROWTH,
5. HYDRO— SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A
VIGOROUS GROWTH UN77L THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR
AREAS WHERE HYDRO— SEEDING IS THE PERMANENT LANDSCAPING, UN71L THE
PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
REVISION
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
PLANNING & BUILDING DEPARTMENT
DESIGNED er:
DR
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
J ni
r_
DF�BCAIPr10N: CRY OF ENCNRAB SURVEY CONTROL
MONUMENT NO. 102C BF1A88 DISC STAMP ®18ANCC61
HORIZONTAL- 1 - -20'
VERTICAL' 1' -20'
�—
APPROVED By y°�^- <��._._�.��-
DATE: v1. l Zoo 3
PLANS PREPARED BY: E,PIRES '
ENVIROAPPI"T"A INC d+ m�
2831CAMINO DEL RIO 801FrH,sort£21a '`►i� c1�'��t��"�
SAN DIEGO, 92108 OF CA4
(819)291 _-
` DATE:NO.: 03
.. R.C.F F10.: C788B8
_M -. EXP.: 14/81/14
RECOMMENDED: APP VE
„
MAMHMAHMC4019 GLFNNPRUIIMC51974
eac1IFI�IrL Poe cwoRIa3DIrECTDR
9112113 ®��.
DATE DAr '
GRADING PLAN FOR: SOIL REMEDIATION
10'.i0 EOLUS
AARON BRUNSWICK CALIFORNIA ASSET TRUST UTD 4-17-90
APN: 254-39144
PLANNING CASE NO: 07-M TPM/CDP
4OH-G
LOCATION: SETINSOUTEFLYNDEWALKOFIEUCIDIA.
BOULEVAMAPPRMMATMYSTEASIERLYOFATRII M
BOWALATTHESOUTHEASrEFLYIWERBEM NOFdOFEUB
AVENUE AND LUECADUABOULEVARD
RE VA11ON:17 SOUTHERN DATUM: NARNMBUFNEY
ELEVATION: 1T8.6*9 DA1Ud: w►voee
SHEET 3 OF 3