2012-11490 SG (Plans)GHLOF WAY NO
OWNER IS 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
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES, WATER IS
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO
AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE 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 " N/A " PREPARED BY DATED , AND UPDATE
DATED , PROJECT# SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
NOTE: SOILS ENGINEER TO BE RETAINED TO CHECK FOOTING EXCAVATION,
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GF,ADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS, ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND
SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
BE PROVIDED STATING: "THE GRADING UNDER PERMIT
NO. 11490 -SG 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 BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING
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
FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING 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 UNTIL 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 SURFACE 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 INCHES AND THEN
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE 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 MATTER EXPOSED OR
EXCAVATION OR EMBANKMEN i SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCCRRDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, 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
HAVE BEEN CLEARED WITH 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 TRUNK 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.
NOTIFICATIONS
1. 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 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 -2770
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - OLIVENHAIN WATER DISTRICT- (760) 753 -6466
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 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)-
633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
REJECTION AND REMOVAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAVE GAFEN AT (760) 753 -5372,
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 SHALL 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 ON 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 RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED 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.
8. 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.
TORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
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 AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY
AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2 % CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
ENCLOSURE, THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
REQUIRED FOR THIS STRUCTURE.
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1:1
MAXIMUM VERTICAL DEPTH OF CUT =2'
MAXIMUM VERTICAL DEPTH OF FILL = 5'
CUT = 55 C.Y. FILL = 195 C.Y. - INCLUDES IMPORTED STOCKPILE
EXPORT = 0 C.Y.
REMEDIAL = 340 C.Y. = R &R
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL 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 AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WAITER. CONTRACTOR SHALL
POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A 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 AND /OR CORRUGATED STEEL
PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE,
EROSION CONTROL
EROSION 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 BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
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
UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON 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 STORAGE
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
CONTAINMENT 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 STORMWATER FLOWS AND STORM DRAIN
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 iBE TRAINED TO BE 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 STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND
ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURE-
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO
ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE
SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
LIVENHAIN WATER DISTRICT NOTE
1. REVIEW OF THIS PLAN BY OLIVENHAIN WATER DISTRICT DOES NOT CONSTITUTE A 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 THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR PROPOSED
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED
WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS
UNLESS WRITTEN PERMISSION IS GIVEN BY OLIVENHAIN 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' 'UST MEET CURRENT OLIVENHAIN WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS
THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET 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 SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS
MUST BE IN FRONT OF PARCEL THEY ARE SERVING.
OWNER
DAVID M. GAFENOWITZ, TRUSTEE OF
THE DAVID M. GAFENOWITZ REVOCABLE TRUST
CREATED JANUARY 29, 2008
SITE ADDRESS
2898 LONE JACK ROAD, ENCINITAS, CA 92024
APN 264- 151 -28
LEGAL DESCRIPTION
PARCEL 4 OF PARCEL MAP NO. 2783
IN THE CITY OF ENCINITAS, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA,
RECORDED JUNE 24, 1974
OWNER'S CERTIFICATE
SITE
Off, 5 \?J
N v �'�Q
IT
cd
40 NE
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° k R0�
ENO
RTE
JACKIE
LANE
( PVT)
jNcy\
ROAD
LITTLE
OAKS
PARK
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR VICINITY MAP
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL NO SCALE
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THOM. BROS. PG. 1 148 A -5
THE SITE.
SIGNATURE: - i DATE: l
DAVID M. GAFENOWITZ
TRUSTEE OF THE DAVID M.
GAFENOWITZ REVOCABLE TRUST
SOILS ENGINEER'S CERTIFICATE
I, N/A 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 ON AND FOR
AN UPDATE ON . 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 IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED: N/A
RCE NO.:
EXP. DATE:
JOB #:
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'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, TO THE EXTENT THAT THE ENGINEER
CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED 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 TECHNICAL SUFFICIENCY 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, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISF;ONS 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.
SIGNATURE: i�l' (M.C_LIJ� DATE: A g I J
ROBERT O. SUKUP
THE SEA BRIGHT COMPANY
4322 SEA BRIGHT PLACE, CARLSBAD, CA 92008
PHONE NUMBER: (760) 720 -0098
RCE NO.: 28302 EXPIRES: 03/31/14
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION:
IMPERVIOUS AREA AFTER CONSTRUCTION:
INCREASE IN IMPERVIOUS AREA:
IMPERVIOUS AREA REPLACED:
N/A SQFT
N/A SOFT
0 SOFT
0 SOFT
1i
I BMP PROJECT STATUS 1
STANDARD
PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION OLIVENHAIN M. W. D. ENCINITAS FIRE DEPARTMENT
SIGN I DATE SIGN DATE DATE SIGN DATE SIGN DATE
CHANGE NO.
DESCRIPTION
u
AS �V L.'T o�`1 rG
APPROVED
DATE
( • �
BENCHMARK
DESCRIPTION: PT. # 1011, WELL MONUMENT
LOCATION: CENTER OF S.E. END OF
CUL DE SAC OF SITIO BORDE 0.1 MI S E OF
SCALE
HORIZONTAL: N/A
VERTICAL: NIA
SPECIAL DISTRICT APPROVAL
N/A
DESIGNED
BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DEPARTMENT APPROVALS
RECOMMENDED � APP OV
MASIH MAHER Ca2519 GLENN PRUIM 051274
G/ 3/ I � ENG. /P e C w RKS DIRECTOR
�d�d %3
DATE DATE �
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
GRADING AND EROSION PLAN FOR:
GAFEN RESIDENCE
2g9g LONE JACK ROAD
APN 264 - 151 -28
PLANNING CASE NO: N!A
DRAWING NO.
�+�±
11490 -SG
R. O. S. K. P. S. R. O. S.
PLANS PREPARED UNDER SUPERVISION OF
DATE: 04/19/13
ENGINEER R:C.E. NO.: 28302
ROBERT O. SUKUP EXP.: 03/31!14
AVEN. DIESTRO & 47.5' N.W. OF STREET LIGHT
RECORD FROM: CITY OF ENCINITAS B.M.
ELEVATION: 369.543 DATUM: NAVD88
SHEET 1 OF 3
3187 \GPLAN_04
-19 -13
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MATCH 2 STABILIZATION WALL (o
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/
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TREE 1 REMOVE EXTRA DIRT . N x�2� g
. IN S AREA OWN TO
PRE-EXISTING AND MAKE 78 3' CpISTI
j SEWER 8" SURE NO FILL DIRT IS G
a ?'4 RF CAr N'0
8 } LA ERA� C.O. ��` (210 (APPROX. THE
Y. FENCE
OF DIRT) �Y�57 GUALL 4y FFNCf 70 pt
EXISTING GATE
` (NO GREEN SCREEN ON GATES) 5' SDG &E EASEMENT ALONG
SILT — / SOUTHWESTERLY BOUNDARY
FENCE PROVIDE 2' WIDE X 1' DEEP X 25' LONG PER INSTRUMENT 74- 337614
GRAVEL TRENCH ON CONTOUR RECORDED 121/74 IN
TO "CAPTURE" DELAY ANY RUNOFF OFFICIAL RECORDS
`,,,�� * \ \` NOTE:
1. ALL REGRADED SLOPES TO RECEIVE A BONDED
FIBER MATRIX /HYDRO$EED SPRAY MIX
2. SOILS ENGINEER SHALL PROVIDE AN AS GRADED
REPORT UPON COMPLETION OF WORK
N ®iE; REMEDIAL, GRADING 1% id
MA°TcH GRADE Cci) PROPERTY IINF,/
FENGe LINE.. NO FILL IS Au.pulbD
AGAINST F614CS,
RECONSTRUCT
NEW 2:1
FILL SLOPE EXISTING PAD
1
/EXISTING GRADE
BEGIN TOE �/ REMOVE EXISTING FILL
1' OFF _
PL /FENCE
1:1 6' BENCH
SECTION A -A
N.T.S.
EXISTING
GRADUAL
2' SLOPE
1'
r GRAVEL TRENCH
(1 " -2" GRAVEL)
SECTION B -P
N.S.
APPROX. EXISTING STOCKPILE
(24' W X 55' L X 3' AVG. DEPTH)
TO BE PROPERLY SPREAD & COMPACTED
(APPROXIMATELY 140 C.Y.) NEW FILL AREA
DEPTH VARIES
ELEV 210 ,
EXISTING
i — GROUND
ASSUMED 2' OF
REMOVAL & RECOMPACTION
(SUBJECT TO SOILS ENGINEER)
SECTION C -C
N.T.S.
�.�� fill
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN S. CHECKED BY:
R. O. S. K. P. S. R. O. S. ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
S 13Q I LT ila► S 514615'T DESCRIPTION: T #OF S.E. WELL MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED: APP OV GRADING AND EROSION PLAN FOR:
LOCATION: CENTER OF S END OF HORIZONTAL: 1" = 20' DATE: 04/19/13 GAFEN RESIDENCE
CUL DE SAG OF SITIO BORDE. 0.1 MI S.E. OF �'�"' '� 'I 49O -SG
AVEN. DIESTRO & 47.5' N.W. OF STREET LIGHT VERTICAL: 1" = 20' N/A ' R.C.E. NO.: 28302 MASIH MAHER C42519 GLENN PRUIM 051274 2898 LONE JACK ROAD
ENGINEER G i3 / J ENG. /PUBLIIC WQ� KS DIRECTOR APN 264- 151 -28
RECORD FROM: CITY OF ENGINITAS B.M. 7 Q►� ��
ELEVATION: 369.543 DATUM: NAVD88 ROBERT O. SUKUP EXP.: 03/31/14 DATE DATE �— PLANNING CASE NO: N/A SHEET 2 OF 3
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UTILITY
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y
EXISTING
/
SLOPE EXISTING
EXISTING �
BLOCK WALL
/
SLOPE
EXISTING
AC DWVY
REMOVE ALL DEBRIS FROM THIS
�.
AREA, OVEREXC & RECOMPACT
SLOPE, STOCKPILE, ETC. TO THE
'
EXISTING
SATISFACTION OF THE SOILS
EXISTING EYS ONE
}
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ENGINEER TO CREATE A
NO WORK
SLOPE
CERTIFIED FILL
IN THIS AREA
1
�� ��
EXISTING STOCKPILE
EXIS77NG
5' CHAIN LINK FENCE i
�+
THIS AREA TO BE
REGRADED AS SHOWN.
W/ GREEN SCREEN CLOTH
�/
Z
ADJUST GRADE AS
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/
NECESSARY. LNG
EXISTING
\ rn / r �� EXISTING EXISTING
\ \ \ \ EXISTING GRADE HOUSE 1 TO BE PA ED SLOPE to
BEAM & CAISSON PER 583 -SG 0;
MATCH 2 STABILIZATION WALL (o
EXISTING y
ES
FILL GRAD 3
AREA to
\ 0� �3� _ N
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1 a ALL
A RECONSTRUCT
�2:1 FILL SLOPE
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EXISTING I } �, i r�ry X� 20, EXIS77NG Y236�
SLOPE 1 / /$ - 1 5' CHAIN LINK FENCE A -
W/ GREEN,SCREEN CL07H
/
} I ?P 0b
TREE 1 REMOVE EXTRA DIRT . N x�2� g
. IN S AREA OWN TO
PRE-EXISTING AND MAKE 78 3' CpISTI
j SEWER 8" SURE NO FILL DIRT IS G
a ?'4 RF CAr N'0
8 } LA ERA� C.O. ��` (210 (APPROX. THE
Y. FENCE
OF DIRT) �Y�57 GUALL 4y FFNCf 70 pt
EXISTING GATE
` (NO GREEN SCREEN ON GATES) 5' SDG &E EASEMENT ALONG
SILT — / SOUTHWESTERLY BOUNDARY
FENCE PROVIDE 2' WIDE X 1' DEEP X 25' LONG PER INSTRUMENT 74- 337614
GRAVEL TRENCH ON CONTOUR RECORDED 121/74 IN
TO "CAPTURE" DELAY ANY RUNOFF OFFICIAL RECORDS
`,,,�� * \ \` NOTE:
1. ALL REGRADED SLOPES TO RECEIVE A BONDED
FIBER MATRIX /HYDRO$EED SPRAY MIX
2. SOILS ENGINEER SHALL PROVIDE AN AS GRADED
REPORT UPON COMPLETION OF WORK
N ®iE; REMEDIAL, GRADING 1% id
MA°TcH GRADE Cci) PROPERTY IINF,/
FENGe LINE.. NO FILL IS Au.pulbD
AGAINST F614CS,
RECONSTRUCT
NEW 2:1
FILL SLOPE EXISTING PAD
1
/EXISTING GRADE
BEGIN TOE �/ REMOVE EXISTING FILL
1' OFF _
PL /FENCE
1:1 6' BENCH
SECTION A -A
N.T.S.
EXISTING
GRADUAL
2' SLOPE
1'
r GRAVEL TRENCH
(1 " -2" GRAVEL)
SECTION B -P
N.S.
APPROX. EXISTING STOCKPILE
(24' W X 55' L X 3' AVG. DEPTH)
TO BE PROPERLY SPREAD & COMPACTED
(APPROXIMATELY 140 C.Y.) NEW FILL AREA
DEPTH VARIES
ELEV 210 ,
EXISTING
i — GROUND
ASSUMED 2' OF
REMOVAL & RECOMPACTION
(SUBJECT TO SOILS ENGINEER)
SECTION C -C
N.T.S.
�.�� fill
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN S. CHECKED BY:
R. O. S. K. P. S. R. O. S. ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
S 13Q I LT ila► S 514615'T DESCRIPTION: T #OF S.E. WELL MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED: APP OV GRADING AND EROSION PLAN FOR:
LOCATION: CENTER OF S END OF HORIZONTAL: 1" = 20' DATE: 04/19/13 GAFEN RESIDENCE
CUL DE SAG OF SITIO BORDE. 0.1 MI S.E. OF �'�"' '� 'I 49O -SG
AVEN. DIESTRO & 47.5' N.W. OF STREET LIGHT VERTICAL: 1" = 20' N/A ' R.C.E. NO.: 28302 MASIH MAHER C42519 GLENN PRUIM 051274 2898 LONE JACK ROAD
ENGINEER G i3 / J ENG. /PUBLIIC WQ� KS DIRECTOR APN 264- 151 -28
RECORD FROM: CITY OF ENGINITAS B.M. 7 Q►� ��
ELEVATION: 369.543 DATUM: NAVD88 ROBERT O. SUKUP EXP.: 03/31/14 DATE DATE �— PLANNING CASE NO: N/A SHEET 2 OF 3
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HYDRO -SEED
1. HYDRO— SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED
5:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS.
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT
SUBJECT 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
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDRO— SEEDED GROWTH.
3. HYDRO— SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 LBS. PER ACRE OF ROSE CLOVER.
b. 20 LBS. PER ACRE OF ZORRO FESCUE.
c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA.
d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA.
e. 1/2 LB. PER ACRE OF BEACH EVENING PRIMROSE.
f. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDRO— SEEDED IS NOT VISIBLE FROM
ETHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
g. ITEM "a" OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING
BEFORE HYDRO— SEEDING.
h. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB —SITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND
AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID
CONTAINER.
i, NON —PHYTO —TOXIC WETTING AGENTS MAY BE ADDED TO THE
HYDRO —SEED 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 507. OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0,
WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE.
4.
HYDRO— SEEDING BY:
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6:1.
b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" ABOVE.
B. CONDITIONING THE SOIL SO IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT
NOT SATURATED SEED BED.
b. THE ADDITION OD 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 UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR
AREAS WHERE HYDRO— SEEDING IS THE PERMANENT LANDSCAPING, UNTIL
THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
SILT FENCES.
A SILT FENCE IS A TEMPORARY SEDIMENT BARRIER CONSISTING OF FILTER FABRIC STRETCHED
ACROSS AND ATTACHED TO SUPPORTING POSTS, ENTRENCHED, AND, DEPENDING UPON THE
STRENGTH OF THE FABRICATED, SUPPORTED WITH WIRE FENCE. SILT FENCES MAY BE USED
FOR PERIMETER CONTROL, PLACED UPSTREAM OF THE POINT(S) OF THE DISCHARGE OF
SHEET FLOW FROM A SITE. THEY MAY ALSO BE USED AS INTERIOR CONTROLS BELOW
DISTURBED AREAS WHERE RUNOFF MAY OCCUR IN THE FORM OF SHEET AND RILL EROSION,
AND PERPENDICULAR TO MINOR SWALES OR DITCH LINES THAT DRAIN UP TO ONE ACRE.
SILT FENCES ARE GENERALLY INEFFECTIVE IN LOCATIONS WHERE THE FLOW IS CONCENTRATED
AND ARE ONLY APPLICABLE FOR SHEET OR OVERLAND FLOWS.
FABRIC EXTRA STRENGTH FILTER
SUPPORT NEEDED WITHOUT WIRE MESH
3 MAX.
of M
WOOD POS ' ji0''''
n'
LIN.
SECURELY • UPSTREAM
ATTACH FILTER SIDE is IIII
OF -• _
I" IjOilolijill"
�II'i ���� OIII IIIIIIiII l�
I�I�IIIIIIDIII I
�I�IIIIIIII v _�
•u =11 =11= •
STABILIZATION OF VEHICLE TRAFFIC AREAS. ALL AREAS OF SIGNIFICANT VEHICLE TRAFFIC (SITE
ENTRANCES, ACCESS ROADS, PARKING LOTS, ETC.) SHOULD BE STABILIZED IMMEDIATELY AFTER
GRADING TO PREVENT EROSION CONTROL DUST. SITE ENTRANCES AND EXISTS ARE ESPECIALLY
IMPORTANT. USE GRAVEL APPROACHES TO LIMIT TRACKING OF SEDIMENT OFFSITE.
_Y WATER TO WASH
_S IF NECESSARY
SPILLWAY
RETHER PRDTD S OOAPOVEMETTHOS
TO CHANNELIZE RUNOFF TO
BASIN AS REQUIRED
GRADE INTERVAL
LESS THAN 2% AS REQUIRED /200'MAX.II
2% TO 4% 100 FEET
4% TO 10% 50 FEET
OVER 10% 25 FEET
NOTE:
PLACE GRAVEL BAGS PER INTERVAL SHOWN ABOVE
AS INDICATED ON PLAN
GRAVEL BAG CHECK DAM
NOT TO SCALE
SLOPE STABILIZATION
USE EITHER ONE OF THE CHOICES BELOW
OR
SHOW BOTH OPTIONS & LET CONTRACTOR CHOOSE
GEOTEXTILE MAT
MATS /BLANKETS SHOULD
BE INSTALLED VERTICALLY
DOWN SLOPE. TAMP SOIL OV R
MAT /SLANKEr
,a
BAGS
0
L ° o o
°
�G 0 0
0 °
1
° 0 412 ) ){
(300mm)� ..ia
o �
o ° n
MIN. 4"
OVER O 6 "(150mm)
(300mm)
0 0
0 O , 1/2'
41 - -i 0 T—� (40mm)
STAPLES
OR
BONDED FIBER MATRIX (BFM)
THE USE OF BFM IS SUBJECT TO THE FOLLOWING LIMITATIONS AND RESTRICTIONS
APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR SHALLOWER
SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1.
BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL.
THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS AT THE TOP
OF SLOPES TO DIVERT FLOW FROM THE FACE OF THE SLOPE.
BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (i.e. APPLICATION FROM MULTIPLE
ANGLES).
FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN CONJUNCTION
WITH SEEDED EROSION CONTROL VEGETATION.
A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS BEEN INSTALLED
IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE REQUIREMENTS
SHALL BE SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL.
STABILIZED FIBER MATRIX (SFM)
THE USE OF SFM IS SUBJECT TO THE FOLLOWING LIMITATIONS AND RESTRICTIONS
SFM MAY BE USED FOR TEMPORARY EROSION CONTROL FOR DISTURBED AREAS WITH A SLOPE
RATIO OF 1 VERTICAL TO 2 HORIZONTAL OR SHALLOWER, INCLUDING PAD AND SEPTIC FIELDS.
THE SFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL AND SHALL BE
APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLIED FROM MULTIPLE DIRECTIONS AND ANGLES).
THE APPLICATION AREA MUST BE PROTECTED BY BROW DITCHES AND OR DIVERSION BERMS AT
TOP OF SLOPES TO DIVERT FLOW FROM THE FACE OF THE PROTECTED SLOPE.
FOR PERMANENT EROSION CONTROL PURPOSES, SFM MUST BE INSTALLED IN CONJUNCTION WITH
SEEDED EROSION CONTROL VEGETATION OR HAND PLANTINGS. AS WITH ALL OTHER APPLICATIONS,
SFM WILL NOT BE CONSIDERED PERMANENT UNTIL 70% VEGETATION ESTABLISHMENT.
COVERAGE AND CONCENTRATION: FOR EACH ACRE COVERED, THE MINIMUM APPLICATION VOLUME
SHALL BE 10 GALLONS NON -TOXIC WATER - PERMEABLE SOIL- STABILIZING LIQUID EMULSION WITH
3,000 LBS. OF HYDRAULIC MULCH. THE EMULSION MUST BE DESIGNED TO PROTECT SOIL, PREVENT
EROSION, AND FLOCCULATE (CLUMP) SEDIMENT.
A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THE SFM WAS INSTALLED IN ACCORDANCE
WITH APPROVED APPLICATION RATES, COVERAGE, AND MANUFACTURES DILUTION RATIO SHALL BE
SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL.
FE 1
pt 0:.Sr�f� F,A
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No.Go28302
is .ExP �I3111
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3187 \GPLAN_04 -19 -13
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CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
DESIGNED BY:
DRAWN
CHECKED BY:
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
R. O. S.
K. P. S.
S.
R. O. S.
DESCRIPTION: PT. # 1011. WELL MONUMENT
LOCATION: CENTER OF S.E. END OF
CUL DE SAC OF SITIO BORDE, 0.1 MI S.E. OF
HORIZONTAL: N/A
VERTICAL: N/A
N/A
PLANS PREPARED UNDER SUPERVISION OF
DATE: 04/19/13
R.C.E. NO.: 28302
ENGINEER
ROBERT O. SUKUP EXP.: 03/31/14
RECOMMENDE APP O D:
MASIH MAHER C425 19 GLENN PR 1M C51274
ENG. /PUB IC ORK DIRECTOR
4011115 d��Z /3
DATE nAT> F
EROSION DETAILS FOR:
GAAFEN RESIDENCE
2898 LONE ,JACK ROAD
APN 264- 151 -28
of AKIKIInl(' _ (`4CG Kin- KIIA
11490 -SG
AVEN. DIESTRO & 47.5' N.W. OF STREET LIGHT
RECORD FROM: CITY OF ENCINITAS B.M.
ELEVATION: 369.543 DATUM: NAVD88
SHFFT 3 C1G 3
3187 \GPLAN_04 -19 -13
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