2013-11721 SG (Plans)RIGHT OF WAY NOTE
EROSION CONTROL
STORMWATER POLLUTION CONTROL
EXISTING
WATER
BMP NOTES RELATIVE TO CONSTRUCTION
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
CASE EMERGENCY WOI CONTACT JOCELYN ANDREWS AT
LATERAL
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC
8 31 24 HOURS A DAY.QUIRED,
(58)
ACTIVITIES
RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP
FENCE
WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
CONCRETE WASHOUT:
THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15).
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
DRAINAGE NOTE
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
NCR
WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT
PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
CONSTRUCTION SITE ACCESS:
A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN
APPROVAL OF THE ENGINEERING INSPECTOR.
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
APPROVED DRAINAGE FACILITY.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL
UTILITY NOTE
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
USING
STEELDPANELS /P ATESIAL SUCH AS 3 CRUSHED ROCK AND /OR CORRUGATED
RUN -OFF PRODUCING RAINFALL.
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
5.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES
O
CONSTRUCTION VEHICLES:
MAY BE REQUIRED BY THE CITY ENGINEER DUE AN INCOMPLETE GRADING
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED
GRADING NO TESN
OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
IRBESPROVIDED rFOREALL FEROSIVE
NCONTROL: NEROSION LCONT
1. SHALL DONE ACCORDANCE WITH THESE PLANS, THE
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
EROSION OL MUST
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE
SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE
OR ARE POTENTIALLY UNSAFE.
BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER
PRIOR TO ANY REQUEST FOR INSPECTION.
PLAN SHALL BE INCORPORATED HEREON.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
2. THE SOILS REPORT TITLED "NON- PERMITTED GRADING, 3351 COPPER CREST
8• GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
ROAD, ENCINITAS, CALIFORNIA, APN 264 - 223 -18" PREPARED BY HETHERINGTON
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
ENGINEERING, DATED SEPTEMBER 27, 2013, SHALL BE CONSIDERED
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
AS
AS A PART OF HIS GRADING PLAN. ALL GRADING SHALL BE DONE IN
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
IN SAID REPORT.
EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
AFTER EACH RAINFALL.
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN
UNNECESSARILY; THEY HELP DECREASE EROSION.
SHALL BE REQUIRED IN CONJUNCTION
WITH IMPROVEMENT PLANS.
STORMWATER
STORMWATER POLLUTION CONTROL POST
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
CONSTRUCTION BMP /IMP NOTES
IS NOT O LL
DFASSTT-
BE PREVENTED BY PLANTING GROWNG ANNUAL AND PERENNIAL GRASSES
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
TO SHIELD AND BIND THE SOIL.
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS
GRADING ACTIVITIES ARE COMPLETE.
EXISTING PRIOR TO GRADING.
AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
ON -SITE CONSTRUCTION MATERIAL STORAGE
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER
WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR
STANDARDS, LAWS AND REGULATIONS.
THE APPROVED BMP IMP FACILITY AND/OR HE TURF /LANDSCAPED AREAS.
/ /
REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDANED BETWEEN
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER
AGGREGATE BASE, ETC. STOCKPILES SHALL FL LOCATED AWAY FROM
CONCENTRATED STORMWATER R FLOWS AND STORM DRAIN
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND
IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE
LES SHALL
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
CITY RECOGNIZED HOLIDAYS.
IMP /BMP.
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA
BARRIER AROUND THE PERIMETER AT ALL TIMES.
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT:
OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT
TRAINING:
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED
RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP.
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
ALTERED WITHOUT A PERMIT FROM THE CITY.
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
AABOUT(STORMWATERP EQUIREOMENTS AND THEIR HE RI OWN RESPONSIBILITIES.
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
BE OBTAINED.
WASTE MANAGEMENT:
HAULING OPERATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY
WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT
WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH
WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY,
ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
AN AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: THE GRADING
ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE
UNDER PERMIT 11721 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE
AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW
BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND
OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE
NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT.
LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST HE
THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC
ANY TRASH MATERIAL.
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS
SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS,
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OLIVENHAIN MUNICIPAL WATER
VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION
AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
AND THAT IN HIS OPINION ALL
L EMBANKMENTS AND EXCAVATIONS ARE
DISTRICT NOTES
INFORMATION 0
INFORM ON N DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
ACCEPTABLE FOR THEIR INTENDED USE.
WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS
AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE
MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
THE CONSTRUCTION OF WATER MAIND AND FACILITIES, INCLUDINT ALL AMENDMENTS
RECYCLING RECEPTACLES AROUND THE SITE.
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
TIMES.
FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
BEEN INSTALLED.
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS
INLETS ON PERVIOUS SURFACES.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION.
THE PRE - CONSTRUCTION MEETING WITH HE DISTRICT'S INSPECTOR.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE
3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY.
MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED
THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES
SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM
IN ADVANCE OF ANY SHUTDOWN.
AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
OF ENCINITAS AT (760) 633 -2770.
PLACE, AND COMPACT THE FILL IN STRICT ACCORDANCE
LCOORDINATE DISTRICT ARRANGEMENT HIGH-LINING
WITH IONS.
SFOR
TEMPORARY S RVICES PR OR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED
NOTIFICATIONS
ON A MONDAY OR FRIDAY.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND
OF EXEMPTION LETTER OR TRNCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
DISTRICT PRIOR TO CONSTRUCTION.
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR.
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND
CONTRACTOR SHALL NOTIFY HE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE
TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT.
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
GRADING ORDINANCE.
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE
COMMENCEMENT OF WORK:
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL
UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL
A. SEWERS - CSD - (760)- 633 -2770
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
WILL BE MADE AT ALEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH
PERFORMED IN THE PUBLIC RIGHT -OF -WAY. (DIG ALER PHONE: 800 - 227 -2600)
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (760)- 753 -6466
A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
HOVE COXCCBELL -
DE. - 4(760) 1806
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS
8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE
CABLE CATI0)) -9809 X -2233
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH
CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE VERIFIED
MATERIAL.
BEFORE ANY CONSTRUCTION BIGINS.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH
THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY
IMPERVIO US AREA
PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED
WILL BE SUBJECT TO REJECTION
AND REMOVAL.
IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 17 830 SF
0 WNER/PERMITTEE /SITE ADDRESS
RICHARD DREYFUSS
3551 COPPER CREST ROAD
ENCINITAS, CA 92024
LEGAL DESCRIPTION
PARCEL 2 OF PARCEL MAP NO. 4850, IN THE CITY OF ENCINITAS, COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, RECORDED IN THE OFFICE OF THE SAN DIEGO
COUNTY RECORDER ON JUNE 24, 1976.
12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND
BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL
AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB
UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE
HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF
WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE
DISTRICT'S REPRESENTATIVE.
13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE
LOCATED 5 -FEET FROM SIDE LOT LINE. A 3/4 -INCH HIGH LETTER W" SHALL
BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL
WATER SERVICE CROSSINGS.
0 WNERS CERTIFICATE 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES,
COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE BACKFLOW
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST PREVENTIONDEVICE ON CUSTOMER'S SIDE OF WATER METER.
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY v
AND ADVISE ON THE OMPACTION AND STABILITY OF THE SITE. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN
I DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE
l (
----
LOCATED LOCATED AT THE TEE WHENEVER POSSIBLE. _
SIGNATURE:___ ____ DATE:_______ 0
RICHARD DREYFUSS�� 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND
MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED
AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT.
19. DESIGN CHANGES SOILS ENGINEER'S CERTIFICATE THE ALL REPRESENTA IOVETIIN WRITING PRIOR TOHCONSTRUCTIONVED BY
AND ACCEPTANCE OF HE CHANGE.
I, MARK D. HETHERINGTON, A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS
CONDITIONS PREVALENT WITHIN HIS SITE WAS MADE BY ME OR UNDER MY OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR
DIRECTION ON SEPTEMBER 27, 2013. ONE COMPLETE COPY OF THE SOILS TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES.
REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS
BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE WITH SECTION 15041 OF HE OMWD STANDARD SPECIFICATIONS PRIOR TO
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED
IN THAT SPECIFICATION.
SIGNED: OFESS/p� 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL
�HETH i1 ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION
RCE NO.: ___10488 -------------- - - - - -- �� ca s VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND
au Q o m APPURTENANCES.
EXP. DATE: _ 3-31-2016 __________ _ __ ___ No.397 z
Ezp.Date 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1)
HETHERINGTON ENGINEERING, INC. �, YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR
5365 AVENIDA ENCINAS, SUITE "A" Pj�GQ�Q SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY
CARLSBAD, CA 92008-4369 OFCAL1Fp OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE
PROJECT NO. 7018.1, LOG NO. 15689 DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR
PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER
TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT
STATEMENT OF ENGINEER OF WORK EXCEPTED.
24. ALL IRRIGATION METER SHALL BE SERVED WITH RECYCLED WATER UNLESS
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN
AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS.
THE RULES AND REGULATIONS REQUIRED BY HE CITY OF ENCINITAS. THE ENGINEER
AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY HE 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
EVE THE ENGINEER YOF R SPONSIBUITOY FOR TITHE PILANS OR DESIGN OF OES LEGEND
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND
HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM
THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER PROPERTY BOUNDARY
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY
AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. EXISTING EASEMENT
f:3'll
RCE 65124
12 - 2Y -/y
DATE
No. 65124
= Exp. 09/30/15
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2H : 1V 4� CIVT
MAXIMUM VERTICAL DEPTH OF CUT = 0.5' OF CA
MAXIMUM VERTICAL DEPTH OF FILL = 3'
CUT = 25 C.Y. FILL = 225 TO 725 C.Y. *SEE NOTE BELOW
/M FePORT = 200 TO 750 C.Y.
REMEDIAL = N \A
*QUANTITIES ARE NOT ABLE TO BE EXACTLY CALCULATED
AS THIS GRADING PLAN HAS BEEN PREPARED TO DOCUMENT
NON- PERMITTED GRADING ACTIVITIES. WHEN COMPARING
CITY OF ENCINITAS TOPOGRAPHIC SURVEY INFORMATION
AND ACTUAL CONDITIONS THERE IS A VARIANCE OF APPROX.
1 -FOOT IN SOME AREAS. THEREFORE, THE GRADES AS CALCULATED
COULD VARY AS MUCH AS 500 CY GIVEN THE AREA OF GRADING.
SHEET INDEX
SHEET NO. 1 TITLE SHEET
SHEET NO. 2 GRADING AND DRAINAGE PLAN
SHEET NO. 3 EROSION CONTROL PLAN
OLIVENHAIN MUNICIPAL WATER
DISTRICT NOTES (CONTINUED)
9. THE CONTRACTOR SHALL FURNICH AND INSTALL N TALL PER THE STANDARD
SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND
IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER
LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY.
10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN
PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF�FINISH
GRADE OF STREET.
11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE
OF JOINTCOUPLINGS WITH 4 DEGREES MAXIMUM DEFLECTION PER COUPLING
(2 DEGREES PERJOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED.
PROPOSED CONTOURS 255
EXISTING CONTOURS - - - -
EXISTING EDGE OF PAVEMENT-�-
CENTERLINE -
EXISTING
WATER
MAIN
EXISTING
WATER
MAIN
EXISTING
SEWER
LATERAL
EXISTING
WATER
SERVICE
EXISTING
FENCE
EXISTING BUILDING FOOTPRINT
APPROXIMATE LIMITS OF GRADING
DRAINAGE DIRECTION
FLOWLINE SWALE
EXISTING KEYSTONE WALL
6'X10' NO.2 BACKING ROCK DISSIPATOR
-X X-
W W
BMP PROJECT STATUS
STANDARD
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE IMPERVIOUS AREA AFTER CONSTRUCTION: 17,083 SF FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION OLIVENHAIN MUMCPAL WATER DISTRICT ENCINITAS FIRE DEPARTMEN
ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA DECREASE IN IMPERVIOUS AREA: 747 SF
(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE C-1 COASTAL LAND SOLUTIONS, INC.
TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT IMPERVIOUS AREA REPLACED: 7,000 SF
CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. \ 577 SECOND STREET
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, NO NEW IMPERVIOUS SURFACE AREAS HAVE BEEN I� ENCINITAS, CA 92024
IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS ADDED AS PART OF THIS GRADING PLAN. ALL AREAS PH (760) 230 -6025 --1 Z 'B' ``# Ol 1" �Z�y /fig` I.l2.lS �' r - 2 4''!
THE TREE REMOVAL. OF GRADING THAT HAVE OCCURED ARE PREVIOUS SIG DATE SIT DATE GN DATE' SI N DATE SIGN DATE
IN NATURE AND DOCUMENTED. � FAX 76023- „660026 ,r �.
SIGNATURE EXPIRES 2 YEARS AFTER DATE
CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE /1S °I3UILi `ENGINEERING DEPARTMENT APP VALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
A _'+AIL -T � $' CITY OF ENCINITAS BENCHMARK NO. 1010. 2 -1/2" PLANS PR AR UNDER THE SUPERVISION OF RECOMMENDE .�Q0 APP V GRADING PLAN FOR:
BRASS DISC MARKED "CLSB -012 LS 6215" LOCATED 3551 COPPER CREST ROAD
- IN THE NORTHEAST CORNER OF VAULT IN THE HORIZONTAL: 1" = 20
SOUTHWEST QUADRANT OF LONE JACK ROAD DATE; l2'2y'�Y - -- - -- RICHARD DREYFUSS 11721- SG
- - -- AND DOUBLE LL RANCH ROAD IN SAN MARCOS. VERTICAL: 1" = 10' R.C.E. NO. 65124 MASIH MAHER GLE_NgN PRUIM APN: 264- 223 -18
ELEVATION = 203.160' 3 -25 -/S STEVEN JONES
- - - -- DATUM = NAVD88 (SEE R.O.S. NO. 18416) 51TYEN R TON CE 65124 DATE EXP. 9 -30 -15 DATE DATE PLANNING CASE N0. N/A SHEET 1 OF 3
\ \CLS \Users \C \CLS SHARED FILES \CLS Job Files \CLSl163 DREYFUSS (COPPER CREST) \CLS #1163 DREYFUSS (COPPER CREST) 11- 11- 14v7.pro
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GRADING AND DRAINAGE PLAN ENCUMBRANCES:
_ ENCUMBRANCES LISTED HEREON ARE PER A PRELIMINARY TITLE REPORT
PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED
w FEBRUARY 8, 2008 AS ORDER NO. DIV- 2969502.
GRAPHIC SCALE 1 " =20' � �u O EXISTING EASEMENTS DESCRIBED AS PARCELS "B" AND °C" OF
s e 5 THE TITLE REPORT REFERENCED ABOVE.
i W EXISTING PUBLIC ROAD EASEMENT GRANTED TO COUNTY OF SAN DIEGO
0 20 40 60 W C 6 RECORDED ON OCTOBER 7, 1902 IN BOOK 319, PAGE 354 OF DEEDS.
n H � ° n °�� °� � \ � 3 � +� I� EXISTING
NE 8, AN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED
1954 IN BOOK 5293 PAGE 232 OF O.R.
h EXISTING EASEMENTS FOR ROAD AND UTILITY PURPOSES GRANTED TO
p &RCEL � ® BRONSON AND SHELSTEAD ON DECEMBER 31, 1971 AS FILE NO. 306524
OF O.R.
\ APPROX. LIMIT--, EX. FENCE I EXISTING EASEMENTS FOR ROAD AND UTILITY PURPOSES GRANTED TO
�\ OF GRADING \ ` 10 VARIOUS INDIVIDUALS ON APRIL 14, 1976 AS FILE NO. 110396
� m ' 4' PURPOSES RECORDED ON JUNE 21, 1976 AS FILE NO. 191854 OF O.R.
� EX. � X. /v 1 EXISTING EASEMENTS FOR ROAD AND UTILITY PURPOSES GRANTED TO
CONC. 13 CONC. _ _
_ _ _ _ / / II/ / 2 PAYNE AND McCULLOUGH ON AUGUST 4, 1976 AS FILE NO. 249252
CONC.I i/ / I / O.R.
ASPHALT DRIVEWAY"""' `� OF 0 R
. - ' _ � O EXISTING SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED
I - O.R.
/
/ 30' / 13
_ ~ FYS � / ON JULY 26, 1978 AS FILE NO 78 313581 OF 0 R
EXISTING OLIVENHAIN MUNICIPAL WATER DISTRICT EASEMENT RECORDED
/ / / / / �/ EX. TRAIL E14TAS ® ON DECEMBER 7, 1978 AS FILE NO. 78- 526324 AND 76- 526325, BOTH
EXISTING F/N 2014 - 0480111 OF O.R.
260 ;\ p91�F / I I PILASTER OF D.R. ENCUMBRANCE NOTE.
\ \ / �2 ! / ITEMS 6 AND 7 ABOVE DID NOT CONTAIN EXACT LOCATIONS AND THEREFORE
cu HAVE NOT BEEN DEPICTED HEREON.
OLD DRIVEWAY -.___ ... EX
REMOVED , y i { , ` N N ID Vf I `� GRADING NOTES:
/ y / EX= 243.80
\ PR OSED/ _ Z ° 1.) ALL WORK PERFORMED HEREON DOCUMENTS THE NON -
\ y LAW ARENA P' PEERMITTED GRADING WORK. IT IS IMPOSSIBLE TO DETERMINE THE
NOT A PART OF \ v \ l J \ / / .. �I �; @ EXACT QUANTITY, LOCATION, AND LIMITS OF GRADING ACTIVITIES.
o c?i \ LO \ / ro / E ISTING / v 0 70 G�J THIS PLAN IS APPROXIMATE ONLY.
° I THIS PROJECT � \ 2 TW®FS =2 9.80 / / / STEFI/ VEGETA -U �J
!?^ d ou A 6G BW®FS= °L58.20' // / / / / SWALE / Ln � °O d
( \ a / / / I / pp rn o TOPOGRAPHY: CURRENT TOPOGRAPHIC CONDITIONS AS DOCUMENTED
,, FL =2 10.10 / Cu / / �J ARE PER A FIELD SURVEY PERFORMED BY COASTAL
0i -L EXISTIN m /� LAND SOLUTIONS, INC. IN JUNE 2013.
CONCR�TE \k / / / / Q / AC BERM
/
EXISTING (ENTR%) ~ / EXISTING CONDITIONS BELIEVED TO EXIST PRIOR TO
THE UNPERMITTED GRADING ACTIVITIES ARE PER
RESIDENCE ,I ~ Z�Zo/ /// o/ I / FL= 243.25 A A CITY OF ENCINITAS TOPOGRAPHIC SURVEY DATA rn
v } I x o THIS AREA IS 1 / ° I qqQ/ i FL =242. \ �� PROVIDED BY THE ENGINEERING DEPARTMENT.
I 30' 30' 1 25 RYSB I O I CONCRETE I ' / NON- STF�1fCTURAL y0 a/ I N 4Y Y
� ° lIV � o G �CSc�J °C54i
pG^QG°3C�LL 4
SITE PLAN
SCALE: 1"=20'
RETENTION BASIN SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 4" FROM THE
SURROUNDING GRADE
EMBANKMENT RECORDED ON DEC. 02,2014
AS FILE NO. 2014 - 0525333 O.R.
VARIABLE WIDTH 6' TO 16'
4" MINIMUM DEPTH
2 " -3° HARDWOOD MULCH
' 24" MIN. ENGINEERED SOIL*
2 "- 3/8" GRAVEL
12" - 3/4" CRUSHED ROCK **
30'
4' MIN
ROCK -LINED OPTION
OVER GEOTEXTILE
LINING GRASS OR TURF LINED
OPTION OVER LANDLOK
TURF REINFORCEMENT,
ti
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"SECTION C" ROCK OR GRASS SWALE
NOT TO SCALE
SWALE—, 6
2' WIDE x 6" HIGH
BERM AT TOP OF SLOPE
(TYPICAL)
GEOGRID (STACK STONE) RETAINING WALL
` � BW®FS= 255.50
SECTION "B "
SCALE: 1"=5'
60' PRIVATE ROAD EASEMENT
30'
BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL 9.8' 12.2' 6.4'
r o PP MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 1.6'
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL
`7� MAP P 12 ,
v lC� MA * *3/4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO BIORETENTION p�
NOT TO SCALE INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. BASIN SEE 10 TRAIL ESMT. N�• O 98,
DETAIL THIS
P pFESSj N THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASE ON SHEET EX AC 1,6q 4.9
<
P 0 ENCINITIAS STORMWATER MANUAL CALULATIONS. TYPICALLY, THE SURFACE AREA OF THE BERM EX. AC
v 9l BIORETENTION BASIN IS 47. OF THE IMPERVIOUS AREA DRAINING TO IT. BERM
Fy PROPOSED IMPERVIOUS SURFACE (DRIVEWAY) = 8,500 sf
�<v F - REQUIRED BIORETENTION AREA = 8,500 x 4% = 340 sf
cP Z PROPOSED AREA = 550 sf EXISTING ASPHALT ROAD
c-D w Co No. 65124 m
COASTAL LAND SOLUTIONS, INC. 'm Exp. 09/30/15 M
\ 577 SECOND STREET „ „
L- ENCINITAS, CA 92024 s14 clvl� P BIO RETENTION DETAIL SECTION A
i� PH (760) 230 -6025 OF Cgl- NTS SCALE: 1"=5'
1 3 FAX (760) 230 -6026
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS — ENGINEERING SERVICES DEPARTMENT DRAWING NO.
ICY 4d �S_ CITY OF ENCINITAS BENCHMARK NO. 1010. 2 -1 /2" PLANS P ARE UNDER THE SUPERVISION OF RECOMMENDE .�QO APP V_ GRADING PLAN FOR: 3551 COPPER CREST ROAD
BRASS DISC MARKED "CLSB -012 LS 6215" LO6ATED
- IN THE NORTHEAST CORNER OF VAULT IN THE HORIZONTAL: 1" = 20' DATE: /y _2 /✓� RICHARD DREYFUSS 11721—SG
SOUTHWEST QUADRANT OF LONE JACK ROAD
AND DOUBLE LL RANCH ROAD IN SAN MARCOS. VERTICAL: 1" = 10' R.C.E. NO. 65124 MASIH MAHER GLENN PFjUIM AP.N: 264- 223 -18
ELEVATION = DATUM = NAVD88160(SEE R.O.S. NO. 18416) STEVEN JONES EXP. 9 -30 -15 D'AT/E!I S D TES' 11PLANNING CASE NO: N/A SHEET 2 OF 3
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TERIOR'EROSION
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COASTAL LAND SOLUTIONS, INC.
(�\ 577 SECOND STREET
Lisr ENCINITAS, CA 92024
PH (760) 230 -6025
FAX (760) 230 -6026
EROSION CONTROL PLAN
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1. SET POSTS AND EXCAVATE A
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TRENCH UPSLOPE FROM AND
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2. STAPLE WIRE FENCING TO
THE POSTS.
GRAVEL BAG
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STALL SL/LT FENCE
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7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE INCORPORATED HEREON.
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TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
GRAVEL BAG
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DOTTED HATCH N INSTALL SILT FENCE /i'" SPIX IOC r
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HYDRO EED / / CONTROL /
SLOPEENIPROTECTION
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TRAPPING DEVICE
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WIDTH AS REQUIRED
TO ACCOMODATE
NTICIPATED TRAFFIC
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT
ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY AREA:
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 HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 1/2 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, D,E 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.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED
WITH A NITROGEN FIXING BACTERIA AND APPLIED
DRY EITHER BY DRILLING OR BROADCASTING
BEFORE DYROSEEDING.
B. 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.
C. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED
TO THE HYDROSEED SLURRY AT THE DISCRETION OF
THE CONTRACTOR.
D. TYPE 1 MULCH APPLIED AT THE RATE OF NO
LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH
(STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN
STRAW IS USED IT MUST BE ANCHORED TO THE
SLOPE BY MECHANICALLY PUNCHING NO LESS THAN
50% OF THE STRAW INTO THE SOIL.
E. 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 SURFACE SOIL MOISTURE TO
PROVIDE A DAMP BUT NOT SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH
ADJUSTMENT, LEACHING OR COVERING SALINE
SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR
AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL
THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
LEGEND
LLLLL L
CONSTRUCTION ENTRANCE
LLLLLLLLL
LLLLLLLLL
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o0o0o000
SILT FENCE (IF NECESSARY)
-x-
HYDROSEED SLOPE PROTECTION
............
AGGREGATE
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
STALL SL/LT FENCE
3. ATTACH THE FILTER FABRIC TO q. BACKFILL AND COMPACT THE
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FABRIC
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE INCORPORATED HEREON.
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HYDRO EED / / CONTROL /
SLOPEENIPROTECTION
/ SEEE1?OTES TH S
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TRAPPING DEVICE
r-- A
Ouuu
t00 �
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�2
WIDTH AS REQUIRED
TO ACCOMODATE
NTICIPATED TRAFFIC
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT
ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY AREA:
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 HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 1/2 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, D,E 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.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED
WITH A NITROGEN FIXING BACTERIA AND APPLIED
DRY EITHER BY DRILLING OR BROADCASTING
BEFORE DYROSEEDING.
B. 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.
C. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED
TO THE HYDROSEED SLURRY AT THE DISCRETION OF
THE CONTRACTOR.
D. TYPE 1 MULCH APPLIED AT THE RATE OF NO
LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH
(STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN
STRAW IS USED IT MUST BE ANCHORED TO THE
SLOPE BY MECHANICALLY PUNCHING NO LESS THAN
50% OF THE STRAW INTO THE SOIL.
E. 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 SURFACE SOIL MOISTURE TO
PROVIDE A DAMP BUT NOT SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH
ADJUSTMENT, LEACHING OR COVERING SALINE
SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR
AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL
THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
LEGEND
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
JOCELYN ANDREWS (C \O RICHARD DREYFUSS) AT (858) 531 -9000
24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCT. 1 - APR. 15)
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES 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
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
r/
1� ul / I
LLLLL L
CONSTRUCTION ENTRANCE
LLLLLLLLL
LLLLLLLLL
SAND /GRAVEL BAGS (2 HIGH)
o0o0o000
SILT FENCE (IF NECESSARY)
-x-
HYDROSEED SLOPE PROTECTION
............
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
JOCELYN ANDREWS (C \O RICHARD DREYFUSS) AT (858) 531 -9000
24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCT. 1 - APR. 15)
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES 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
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
r/
1� ul / I
i 50' MINIMUM
WHICH MAY ARISE.
�- -�
4 IN (10 CM)
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
COARSE
AGGREGATE
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
3. ATTACH THE FILTER FABRIC TO q. BACKFILL AND COMPACT THE
r®
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH.
FABRIC
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE INCORPORATED HEREON.
ORIGINAL O
<° GRADE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY.
FILTER FABRIC Ivy) RUNOFF TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED QPpFESSjON 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
-WIRE _ /p w\ R , 9( AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
4 4' "TAI IIAN CCC 11TLJCDI.1TCC e;�Ij l/n- T DDl1DAD11 ITV 070017 `ACT CV(`CChC C/1DTV DCD!`CAIT /Ah%\ CII T
DETAIL SILT FENCE
NTS
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE
A V LT 4 L'r 4 CITY OF ENCINITAS BENCHMARK NO. 1010. 2-1/2-
BRASS DISC MARKED "CLSB -012 LS 6215" LOCATED
IN THE NORTHEAST CORNER OF VAULT IN THE HORIZONTAL: 1" = 20'
SOUTHWEST QUADRANT OF LONE JACK ROAD
AND DOUBLE LL RANCH ROAD IN SAN MARCOS. VERTICAL: 1" = 10'
ELEVATION = 203.160'
DATUM = NAVD88 (SEE R.O.S. NO. 18416)
GAP BETWEEN BAGS SPECIFIED BY -CITY ENGINEER �� IV�V i� yG1 AND OTHER DEBRIS SHALL BE VREMOVED AFTER EAG H RAINFALL. V
ACTS AS SPILLWAY SECTION A -A 0' z 010 w No. 65124 m 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
Exp. 09/30/15 z EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
DETAIL GRAVEL BAGS CONSTRUCTION ENTRANCE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
� � PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
NTS NTS S1Tq CIVIC P��Q OF CALIFORNIA DEPARTMENT IEOF CONSERVATION. BOOK OF THE STATE .
OF CA�IF�
SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. SAJ
PLANS PRE R UNDER THE SUPERVISION OF RECOMMENCE ,QO APP V EROSION CONTROL PLAN FOR: 3551 COPPER CREST ROAD �
4�� DATE: /Z- ,211 -1'r /I/l _ RICHARD DREYFUSS 11721 -SG
MASIH MAHER GLENN P UIM
STEVEN JONES R.C.E. NO. 65124 ilzo�_[s 2111f APN: 264- 223 -18 Q
EXP. 9 -30 -15 DATE DATE PLANNING CASE NO: N/A SHEET 3 OF 3 V