2014-11941 G (Plans)RIGHT OF WAY NOTE
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL
RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE
RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE 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 UTILIT ES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GBIEfRA!_ NOTE'S
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 'PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED
RESIDENTIAL STRUCTURE 2260 COLONY TERRACE, OLIVENHAIN, CALIFORNIA" PREPARED
BY C04ST GEOTECHNICAL, 779 ACADEMY ORIVE SOLANA BEACK CA 92075 DATED
fPB-- 7,1014 ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
AND SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF-
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING 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.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 530 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 /DR FINAL. RELEASE OF SECURITY, AN 'AS GRADED
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0, 11941 -6
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. 7hL 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 DN 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 .'000RDANGE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON WHICH THE FTIL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
FEMOVED TO E'--,ABLE 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 CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL
IN STRICT Arf.ORDANC€ 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
kvASTE MATTER EXPOSED OR EXCAVATION OR EMBAWMERVT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES BRUSH, GRASS, AND 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
C.L Y 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 PEQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION
OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760) 633 -2600
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - OMWO - (760) 632 -4209
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNIC4TIONS- (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)- 6332770.
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
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KERRY RUTHERFORD AT (760) 840 -0303
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.
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 GROUNOCOVER 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 HAROSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE - TWIBMP.
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 STOPMWATER 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.
B. 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.
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A
(EXCLUDING ANY EXISTING MAN MADE SLOPES).
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2.5 FT AND THE MAXIMUM
VERTICAL HEIGHT OF FILL IS 0.5 FT
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.FJ = 1.3 FT
OF CUT AREA OF CUT (S.F.)
B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 0.75 FT
OF FILL AREA OF FILL (S.FJ
EARTMI" NOTE
EARTHWORK, CUT OR FILL, WHICH IS OVER 50 CUBIC YARDS REQUIRES AN ADDITIONAL
ENGINEERING GRADING PERMIT.
EARTHM DATA:
475 CUBIC YARDS REMEDIAL
580 CUBIC YARDS EXCAVATION (CUT)
350 CUBIC YARDS EMBANKMENT (FILL)
230 CUBIC YARDS EXPORT
* ESTIMATE DOES NOT INCLUDE STRIPPINGS UTILITY TRENCH VOLUMES OR ANY
OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
SHRIAKAGE OR SNELL FACTORS).
DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION
BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION
Infu o• •r r u •r 1.,# li i
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 LD<E INTO THE STORMWATER CONVEYANCE SYSTEM OR
ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT
LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL
SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
SPECIFIC AREA WFFROM BUTTERS AND STORMORAIN 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 UST 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.
EROSION CONTROL CONT.,
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 DAILY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS
SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL
GROUND COVER. DO NOT REMOVE TREES OR SHE BS 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 FLOWS AND
STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
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 DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES
SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN
CLOSED AT ALL 'TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
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) 7114 -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 STORR40RAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
FOR MORE INFORMATION ON STORMNATER POLLUTION CONTROL MEASURES AND
REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT
(760) 633 -2770.
OLIVE "M MUJICIPAL WATER DISTRICT AOTES
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS
AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVEN4HAIN
MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE
CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED
PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A
COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX SETS) AS
REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO
THE PRE - CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR.
3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY.
THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT
TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN
ADVANCE OF ANY SHUTDOWN.
4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH- LINING
TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON
A MONDAY OR FRIDAY.
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A
COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE
SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION.
6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR.
CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS
PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT.
7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE
UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL
BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN
PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE' 800 - 227 -2600)
B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE
CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED
BEFORE ANY CONSTRUCTION BEGINS.
9. THE CONTRACTOR SHALL FURNISH AND INSTALL 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 JOINT
COUPLINGS WITH 4- MAXIMUM DEFLECTION PER COUPLING (2" PER JOINT). NO BENDING
(CURVING) OF PIPE SHALL BE PERMITTED.
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 DISTRICTS 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 DISTRICTS REPRESENTATIVE.
I� AS BUILT
13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET
FROM A SIDE LOT LINE. A 314 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF
EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT
THE DISTRICTS PRIOR WRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL
OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON
CUSTOMER'S SIDE OF WATER METER.
16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS
TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
17. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE
TEE WHENEVER POSSIBLE.
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. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT
REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE.
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE
PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED
AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND
APPURTENANCES.
21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION
15041 OF THE OMWO STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO
EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM
TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION.
22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF
WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION
AND ELEVATION OF PIPES AND APPURTENANCES.
23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE
DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY
OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO
DOING THAT MAY PROVE 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 EXCEPTED.
24. ALL VALVE BOX INSTALLATION FOR BURIED VALVES IN PUBLIC PAVED STREET WITHIN
THE COUNTY OF SAN DIEGO SHALL ADHERE TO THE COUNTY'S REGIONAL STANDARD DRAWINGS
NO. W -12A AND W -12B FOR VALVE WELL COVER AND VALVE WELL FRAME AND ASSEMBLY.
25. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY
APPROVED IN WRITING BY THE DISTRICT.
LAMDS(APIM
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED
BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING
ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO
OCTOBER I OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER
1 AND APRIL 15.
EXISTING
IMPERVIOUS AREA
PROPOSED*
IMPERVIOUS AREA
NET CHANGE
1,890 SF
4,241 SF
2,351 SF
*EXCLUDING ROOFTOPS
(NET DRIVEWAY 1,311 Sr)
LEGEND
PROPERTY LINE
NEIGHBORING PROPERTY LINE
PROPOSED CONTOURS
EXISTING CONTOURS
EXISTING EASEMENT
EXISTING EDGE OF PAVEMENT
CENTERLINE
DRAINAGE DIRECTION
PROPOSED FLOWLINE
PROPOSED BUILDING
PROPOSED 6" PVC PIPE
MODULAR RETAINING WALL PER PLAN
PCC HAROSCAPE
BMP BIORETENTION AREA
TOP OF WALL
TW
BOTTOM OF WALL
BW
ASPHALTIC CONCRETE SURFACE
AC
TOP OF ASPHALT BERM
TB
TOP OF CURB
TC
FLOWLINE
FL
GROUND ELEVATION
G
SEWER MANHOLE
Sw
WATER VALVE
WV
FIRE HYDRANT
FH
POWER POLE
PP
LIGHT POLE
LP
FINISHED GRADE
FG
FINISHED SURFACE
FS
BRIAN MICHAEL ARDOLINO DATE
R.C.E. NO. 71651
EXP. 12 -31 -15
255 - --
a
LEGAL DESCRIPTIQN
PARCEL 1 OF PARCEL MAP NO. 8360.
APN- SITE AMFESS
259- 210 -34 COLONY TERRACE
ENCINITAS CA 92024
0MVVPEWn7EE
KERRY RUTHERFORD
7357 PORTAGE WAY
CARSLBAD, CA 92011
VICINITY MAP
DAMPS CERTIFICATE NOT TO SCALE
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
COMPACTION AND STABILITY OFT SITE.
KERRY RUTHERFORD DATE
7357 PORTAGE WAY
CARSLBAD, CA 92011
SOILS ENGINEERS CERTIFICATE
I. -Z!tR Sf.r �N -a%Yc / A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES !_,Zany_ AND Z_Z? -?'Y. ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY -V
ENGINEER, FURTHERMORE, Igt
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT 1
BEEN INCORPORATED IN THE GRADING PLANS ANyD,� SPECIFICATIONS. H(D 2 09
ss * ENGIS� NC.
RCE ND.: <�7 ---- C"€_G_270�_ -- �fIV t�� GEOLOGIST
EXP. DATE._ 12 -3� AJ------ ,X 31�!p -_ aim CA1
COAST GEOTECHNICAL CONSULTING 782
ENGINEERS AND GEOLOGISTS
779 ACADEMY DRIVE
SOLANA BEACH, CA 92075
858.755.8622
STATE7EAVT OF ENBDdMR OF NOW
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIIITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERFORMHED BY THE ENGINEER.
BY.'
BR AN MICHAEL ARDOL DATE
RCE No. 71651
PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
PLSA 2176
PASCO MET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 ( fz 858.259.4812 1 pl®aengineering.com
RE IEW P B
ATE'
VIEWED RE 0
' r
D4 TE
No. 71651
Exp. 12/31/15
BUUMING PERMIT #
BUMF �S *TA�TnUTS:
STANDARD
:iT: 1•,
REVIEWED BY'
Iy
DATE
REVISIONS APPROVED DATE REFERENCES DATE BENCB MARK SCALE PLANNING & BUILDING DES BMA o BY i DRM BY CHEBMA BY APPROVALS CITY OIL ENCINITAS ENGINEERING DEPARTA4FNT DRAWING NO.
REVIQ� oug 2 _ _. CITY OF ENCINITAS CONTROL POINT 1037 CITY PL S PREP ED UNDER THE SUPERVISION OF RECOMMENDED JQO AP:GL GRADING PLAN FOR:
OF ENCINITAS BRASS DISC WITH CONCRETE REVIEWED BY:
COLLAR, LOCATED 220' NORTH OF MANCHESTER HORIZONAL N/A a DATE: �° I �I 4 BY: l/I ' /1/1r_ BY: 11941 ®G
- AVE AND 85' WEST OF TRABERT RANCH RD, AS r MASIH MAHER 2PPUIN 2260 COLONY TERRACE
_ - SHOWN ON RECORD OF SURVEY ND 18416. -Tl / R.C.E. N0. 71651 ENGINEERING & PUBLIC
DATUM.' NAVD88 ELEV.: 55.569' VERTICAL N/A DATE: BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15 WORKS DIR CTO A.P.N. #259- 210 -34 SHEET I OF 3
DATE: 7/ / I4 DATE: 7 Z ly PLANNING CASE N0: 14 -042 CDP
512212014N.• \Active Jobs \2176 RUTHERFORD \2176.pro PLSA 2176
- 255
-
LEGAL DESCRIPTIQN
PARCEL 1 OF PARCEL MAP NO. 8360.
APN- SITE AMFESS
259- 210 -34 COLONY TERRACE
ENCINITAS CA 92024
0MVVPEWn7EE
KERRY RUTHERFORD
7357 PORTAGE WAY
CARSLBAD, CA 92011
VICINITY MAP
DAMPS CERTIFICATE NOT TO SCALE
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
COMPACTION AND STABILITY OFT SITE.
KERRY RUTHERFORD DATE
7357 PORTAGE WAY
CARSLBAD, CA 92011
SOILS ENGINEERS CERTIFICATE
I. -Z!tR Sf.r �N -a%Yc / A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES !_,Zany_ AND Z_Z? -?'Y. ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY -V
ENGINEER, FURTHERMORE, Igt
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT 1
BEEN INCORPORATED IN THE GRADING PLANS ANyD,� SPECIFICATIONS. H(D 2 09
ss * ENGIS� NC.
RCE ND.: <�7 ---- C"€_G_270�_ -- �fIV t�� GEOLOGIST
EXP. DATE._ 12 -3� AJ------ ,X 31�!p -_ aim CA1
COAST GEOTECHNICAL CONSULTING 782
ENGINEERS AND GEOLOGISTS
779 ACADEMY DRIVE
SOLANA BEACH, CA 92075
858.755.8622
STATE7EAVT OF ENBDdMR OF NOW
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIIITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERFORMHED BY THE ENGINEER.
BY.'
BR AN MICHAEL ARDOL DATE
RCE No. 71651
PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
PLSA 2176
PASCO MET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 ( fz 858.259.4812 1 pl®aengineering.com
RE IEW P B
ATE'
VIEWED RE 0
' r
D4 TE
No. 71651
Exp. 12/31/15
BUUMING PERMIT #
BUMF �S *TA�TnUTS:
STANDARD
:iT: 1•,
REVIEWED BY'
Iy
DATE
REVISIONS APPROVED DATE REFERENCES DATE BENCB MARK SCALE PLANNING & BUILDING DES BMA o BY i DRM BY CHEBMA BY APPROVALS CITY OIL ENCINITAS ENGINEERING DEPARTA4FNT DRAWING NO.
REVIQ� oug 2 _ _. CITY OF ENCINITAS CONTROL POINT 1037 CITY PL S PREP ED UNDER THE SUPERVISION OF RECOMMENDED JQO AP:GL GRADING PLAN FOR:
OF ENCINITAS BRASS DISC WITH CONCRETE REVIEWED BY:
COLLAR, LOCATED 220' NORTH OF MANCHESTER HORIZONAL N/A a DATE: �° I �I 4 BY: l/I ' /1/1r_ BY: 11941 ®G
- AVE AND 85' WEST OF TRABERT RANCH RD, AS r MASIH MAHER 2PPUIN 2260 COLONY TERRACE
_ - SHOWN ON RECORD OF SURVEY ND 18416. -Tl / R.C.E. N0. 71651 ENGINEERING & PUBLIC
DATUM.' NAVD88 ELEV.: 55.569' VERTICAL N/A DATE: BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15 WORKS DIR CTO A.P.N. #259- 210 -34 SHEET I OF 3
DATE: 7/ / I4 DATE: 7 Z ly PLANNING CASE N0: 14 -042 CDP
512212014N.• \Active Jobs \2176 RUTHERFORD \2176.pro PLSA 2176
- 255
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19 } / �® GRADING PLAN DIAINA t�l= PIPS I�IDTE PERMIT FROM THE CITY OF ENCINITAS CNlla ..I£
6 72.66
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EASEMENTS DEPICTED HEREON ARE PER FIDELITY NATIONAL TITLE CO. TG PER PLAN (io mw IA45Trx-y
NDIE*s NOISES CaNnM®,,, FNE DEPT AM ORDER NO. 00030885 - 008 -CP -JD DATED 12- 26 -13. BA3IM
1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE RESPONSIBILITY OF B. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN UNOBSTRUCTED VERTICAL PUBLIC UTILITY EASEMENT TO SDG &E REC. 4123142 /
THE OWNERS. THIS WILL INCLUDE ANY POST- CONSTRUCTION BMP AS WELL AS ANY 11 CLEARENCE OF NOT LESS THAN 13 FEET 6 INCHES. CRC 503.2.1 IN BK 1341, PAGE 169 OF O.R.
CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR g NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY i (1
OPERATIONSIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET 2. FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT LOCATION OF SAID EASEMENT IS NOT PLOTTABLE. g`a
AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE UTILITY EASEMENT TO JO ANN ALLEN REC. 12130160 IWOOD MULCH
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER 12 2y
MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS, DIRECTING 10. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, DRIVING CAPABILITIES. AMENDMENT 503.2.3 AS INSTRUMENT NO. 1960 °250256 OF O.R. CITY
WAS WATER INTO LANDSCAPING AREAS T JUTE MATING MUST
I .� D EQUIVALENT
RATHER THAN INTO THE STREET GUTTER OR BE IMPLEMENTED APPLICABLE
WHERE APPL TO PREVENT SOIL 13 EASEMENT FOR PUBLIC HIGHWAY REC. 12/13/7B I PROPERTY LINE CENTER LINE I4 =FRED SOIL
STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS EROSION N SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER 3. THE GRADIENT FOR A FIRE APPRATUS ROADWAY,• THIS GRADE SHALL NOT O AS INSTRUMENT NO. 1978- 536219 OF 0. R. ' NOTE BELOW
WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER, POLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM EXCEED 20 %. GRADES EXCEEDING 15% (INCLINE OR DECLINE) ON FIRE 2(_- $1
AND SPILL CLEAN UP TECHNIQUES. LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. 1B SEWER EASEMENT TO CARDIFF SANITATION DISTRICT REC. 113179, 20' t [ .- j€
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK- NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER MINIMAL MITIGATION SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE O AS INSTRUMENT NO. 1979 -00317 OF O.R. EXISTING BERM 1j €€ 8" GRAVEL
QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS MCI WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION €, 1(,£: :.,:.:.: % „;..-
PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN 17 PUBLIC UTILITY EASEMENT TO SDG &E RFC. 3/27/79, AS INSTRUMENT VARIES 2% MIN VARIES 2% MIN - ,,? €I:, ,., 1 4" GRAVEL
COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE OF TRAVEL, OR EQUIVALENT, TO ENCHANCE TRACTIN THE ENTIRE LENGTH
ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH NO. 1979- 124311 OF O.R. v.. f € A TE BELOW
AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION TOILETS OVER A ERVIDUS SURFACE) OF THE GRADE. ,, ..
11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. M7AA�6df ND1E 18 INGRESS /EGRESS AND WATERLINE EASEMENT TO CHUBBIE" ;
OF THE STOCKPILES WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE O x= r
COURSE OF MORE THAN 1 DAY THEN THE STOCKPILE WILL BE ADEQUATELY COVERED DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS THE CONTRACTOR SHALL SE RESPONSIBLE FOR ANY MONUMENTATION AND OR REC. 5/21/79, AS INSTRUMENT N0. 1979- 349372 OF O.R.
SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES /
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. pp PRIVATE SEWER EASEMENT TO COUSER RFC. 10/13/97,
THE STOCKPILED MATERIAL. SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES APE SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE O AS INSTRUMENT NO. 1997 - 0508353 OF D.R. COLONY TERRACE - TYPICAL SECTION * BIORETENTIN 'ENGINEERED SOIL" LAYER SHALL BE MINIh�lhf 24" DEEP
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM MNUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL INGRESS, EGRESS AND UTILITY EASEMENT TO COURER REC. 1/13/98, 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD 21 NOT TO SCALE
THE SOIL IS SUFFICIENTLY SATURATED. BMP'S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE AS INSTRUMENT N0. 1998- 0016209 OF O.R. SHALL CONTAIN 50 -60% SANS 20 -30% COMPOST OR HARDWOORD MULCH, AND
PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS 20 -30% TOPSOIL, FREE E STORES STUMPS DOTS, OR SIMILAR OBJECTS
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND WITHOUT A CITY PERMIT. REQUIRED BY THE LAND SURVEYORS ACT AND ALSO FREE OF NOXIOUS WEEDS.
MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR DASIED LINE REPRESENTS ** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
EVENT THAT SPRINKLER HEADS
WILL BE REPLACED AS
CRACKS, LEAKS GEOR BREAKS THE FROM ALL DRAINS SHALL DISCHARGE RONOTO GRAS ANDLANDSCAPE AREAS PRIOR RUNOFF UTILITIES UTIL A N TO EXIST IN THE AREA. INFORMATION SHOWN HEREN _ DRIVEWAY ELEVATION DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE COLLECTION AND GRASS IS HARD LANDSCAPE ANGERS DESIGNATED INTO
FOP STORM PUBLIC STORM IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND ' _
SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. LOCATION EXISTING
UTILITIES CONTRACTOR RING t G 60.6 - - - - _ - WADER REDWOOD LANDSCAPE SNIP AREA
OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED.
MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF g7i FG 59 8 - (TYP.) 1 "=2' SCALE
6. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL ROOF GRADING NOTE' ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN - - - - - - QQOFE55jpNq
DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. FG 58.8
ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF err. I- - - - - Q q9 Fy
PASCO LARET SUITER
COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM FG 57.8\V - - - ��c oD m
THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSSION FROM THE
DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR:. FG 57 2 FG 56 <r z ASSOCIATES
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE w o No. 71651 o m
PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND = c Exp. 12/31/15 a
7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF SECTION A A
PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. 535 North Highway 1 01, Ste A, Solana Beach, CA 92 075
WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE s CI
'T VIL Q
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLISITY OF THE OWNER TO KNOW NOT TO SCALE .d pP� ph 858.259.8212 1 f 858.259.4812 Iplsaemgimcering,com
WHERE THE LOCATION OF THE PROPERTY LINE IS. OF CALIF
REVISIONS APPROVED DATE REFERENCES DATE gEjO�ARK SCALE AS $tjMT DESIGNED
BMA er ORAKRK Y CHECBMA BY Al"MOVAI,S CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
1 WALL Q MINk66 CITY OF ENCINITAS CONTROL POINT 1037 CITY PANS PR RED UNDER THE SUPERVISION OF RECOMMENDED -I APPRO GRADING PLAN FOR:
OF ENCINITAS BRASS DISC WITH CONCRETE
COLLAR, LOCATED 220' NORTH OF MANCHESTER HORIZONAL 1 "=10' DATE: 8 ►'j BY. 4A AA� BY: � 11941 -G
AVE AND 85' WEST OF TRABERT RANCH RD, AS BRIAN MICHAEL ARDOLINO DATE MASIH MAHER GLENN PRUIN 2260 COLONY TERRACE
SHOWN ON RECORD OF SURVEY NO. 18416. VERTICAL N/A R.C.E. N0. 71651 R.C.E. NO. 71651 ENGINEERING I PUBLIC
DATUM: NAV088 ELEV.: 55.569' BRIAN MICHA L ARDOLINO EXP. 12 -31 -15 WORKS DIRECTOR.
DATE: 7/ /14 DATE: 711 Z PLANNING CASE N0: 14 -042 CDP A.P.N. #259 -210 -3 SHEET 2 OF 3
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6E,9E E IST� ? 1 B „' (FG 60.0) g.
_ 0 66 33 65.66x.7 BW 63 7 r; BW 6 8 •(rG 56.5) TG 57
' EX18" VCP °`SEWER \ - - -••- 66 $ -. PROPOSED BIOF�TENTIN BASIN 2 ,8 t
s - RETAINING WALL FOR BEST MANAGEMENT PRACTICE E 54.6 52.46
MAIN TM 14063 66- 66.63 S6¢ TIE A F PER SDRSD NOT TO BE MODIFEO WITHOUT A 2•S � EX. WM TO REMAIN 53 F
19 } / �® GRADING PLAN DIAINA t�l= PIPS I�IDTE PERMIT FROM THE CITY OF ENCINITAS CNlla ..I£
6 72.66
65.78 � 235 SF PROPOSED W�� PROTECT IN PLACE AG J I HoLi, UTY HHRMLE3s 1 " =10' SCALE pVL PInE D�ITL�11►Jq TD t3MP ,E
6266 55,34 FOR DRAIAIAGE GRAPHIC SCALE 1 " =10 AaEA M►IyTPlyGl}A0jl; 949orf
RETARI)EI� JULY 8, 2J�J� DEEP- ROOTED DROUGHT
ON TR} SU12r-Act o� Tft &MQ. TOLERANT PLANTS FOR
OVERFLOW RISER WELL- DRAINED SOILS OR
DDC.uJ"1F�tit -�l/i. ZfM�/-Z83�I17 0 10 20 30 ATRIUM GRATE CITY APPROVED EQUIV.
EASEMENTS DEPICTED HEREON ARE PER FIDELITY NATIONAL TITLE CO. TG PER PLAN (io mw IA45Trx-y
NDIE*s NOISES CaNnM®,,, FNE DEPT AM ORDER NO. 00030885 - 008 -CP -JD DATED 12- 26 -13. BA3IM
1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE RESPONSIBILITY OF B. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN UNOBSTRUCTED VERTICAL PUBLIC UTILITY EASEMENT TO SDG &E REC. 4123142 /
THE OWNERS. THIS WILL INCLUDE ANY POST- CONSTRUCTION BMP AS WELL AS ANY 11 CLEARENCE OF NOT LESS THAN 13 FEET 6 INCHES. CRC 503.2.1 IN BK 1341, PAGE 169 OF O.R.
CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR g NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY i (1
OPERATIONSIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET 2. FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT LOCATION OF SAID EASEMENT IS NOT PLOTTABLE. g`a
AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE UTILITY EASEMENT TO JO ANN ALLEN REC. 12130160 IWOOD MULCH
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER 12 2y
MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS, DIRECTING 10. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, DRIVING CAPABILITIES. AMENDMENT 503.2.3 AS INSTRUMENT NO. 1960 °250256 OF O.R. CITY
WAS WATER INTO LANDSCAPING AREAS T JUTE MATING MUST
I .� D EQUIVALENT
RATHER THAN INTO THE STREET GUTTER OR BE IMPLEMENTED APPLICABLE
WHERE APPL TO PREVENT SOIL 13 EASEMENT FOR PUBLIC HIGHWAY REC. 12/13/7B I PROPERTY LINE CENTER LINE I4 =FRED SOIL
STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS EROSION N SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER 3. THE GRADIENT FOR A FIRE APPRATUS ROADWAY,• THIS GRADE SHALL NOT O AS INSTRUMENT NO. 1978- 536219 OF 0. R. ' NOTE BELOW
WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER, POLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM EXCEED 20 %. GRADES EXCEEDING 15% (INCLINE OR DECLINE) ON FIRE 2(_- $1
AND SPILL CLEAN UP TECHNIQUES. LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. 1B SEWER EASEMENT TO CARDIFF SANITATION DISTRICT REC. 113179, 20' t [ .- j€
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK- NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER MINIMAL MITIGATION SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE O AS INSTRUMENT NO. 1979 -00317 OF O.R. EXISTING BERM 1j €€ 8" GRAVEL
QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS MCI WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION €, 1(,£: :.,:.:.: % „;..-
PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN 17 PUBLIC UTILITY EASEMENT TO SDG &E RFC. 3/27/79, AS INSTRUMENT VARIES 2% MIN VARIES 2% MIN - ,,? €I:, ,., 1 4" GRAVEL
COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE OF TRAVEL, OR EQUIVALENT, TO ENCHANCE TRACTIN THE ENTIRE LENGTH
ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH NO. 1979- 124311 OF O.R. v.. f € A TE BELOW
AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION TOILETS OVER A ERVIDUS SURFACE) OF THE GRADE. ,, ..
11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. M7AA�6df ND1E 18 INGRESS /EGRESS AND WATERLINE EASEMENT TO CHUBBIE" ;
OF THE STOCKPILES WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE O x= r
COURSE OF MORE THAN 1 DAY THEN THE STOCKPILE WILL BE ADEQUATELY COVERED DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS THE CONTRACTOR SHALL SE RESPONSIBLE FOR ANY MONUMENTATION AND OR REC. 5/21/79, AS INSTRUMENT N0. 1979- 349372 OF O.R.
SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES /
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. pp PRIVATE SEWER EASEMENT TO COUSER RFC. 10/13/97,
THE STOCKPILED MATERIAL. SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES APE SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE O AS INSTRUMENT NO. 1997 - 0508353 OF D.R. COLONY TERRACE - TYPICAL SECTION * BIORETENTIN 'ENGINEERED SOIL" LAYER SHALL BE MINIh�lhf 24" DEEP
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM MNUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL INGRESS, EGRESS AND UTILITY EASEMENT TO COURER REC. 1/13/98, 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD 21 NOT TO SCALE
THE SOIL IS SUFFICIENTLY SATURATED. BMP'S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE AS INSTRUMENT N0. 1998- 0016209 OF O.R. SHALL CONTAIN 50 -60% SANS 20 -30% COMPOST OR HARDWOORD MULCH, AND
PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS 20 -30% TOPSOIL, FREE E STORES STUMPS DOTS, OR SIMILAR OBJECTS
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND WITHOUT A CITY PERMIT. REQUIRED BY THE LAND SURVEYORS ACT AND ALSO FREE OF NOXIOUS WEEDS.
MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR DASIED LINE REPRESENTS ** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
EVENT THAT SPRINKLER HEADS
WILL BE REPLACED AS
CRACKS, LEAKS GEOR BREAKS THE FROM ALL DRAINS SHALL DISCHARGE RONOTO GRAS ANDLANDSCAPE AREAS PRIOR RUNOFF UTILITIES UTIL A N TO EXIST IN THE AREA. INFORMATION SHOWN HEREN _ DRIVEWAY ELEVATION DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE COLLECTION AND GRASS IS HARD LANDSCAPE ANGERS DESIGNATED INTO
FOP STORM PUBLIC STORM IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND ' _
SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. LOCATION EXISTING
UTILITIES CONTRACTOR RING t G 60.6 - - - - _ - WADER REDWOOD LANDSCAPE SNIP AREA
OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED.
MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF g7i FG 59 8 - (TYP.) 1 "=2' SCALE
6. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL ROOF GRADING NOTE' ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN - - - - - - QQOFE55jpNq
DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. FG 58.8
ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF err. I- - - - - Q q9 Fy
PASCO LARET SUITER
COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM FG 57.8\V - - - ��c oD m
THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSSION FROM THE
DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR:. FG 57 2 FG 56 <r z ASSOCIATES
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE w o No. 71651 o m
PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND = c Exp. 12/31/15 a
7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF SECTION A A
PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. 535 North Highway 1 01, Ste A, Solana Beach, CA 92 075
WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE s CI
'T VIL Q
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLISITY OF THE OWNER TO KNOW NOT TO SCALE .d pP� ph 858.259.8212 1 f 858.259.4812 Iplsaemgimcering,com
WHERE THE LOCATION OF THE PROPERTY LINE IS. OF CALIF
REVISIONS APPROVED DATE REFERENCES DATE gEjO�ARK SCALE AS $tjMT DESIGNED
BMA er ORAKRK Y CHECBMA BY Al"MOVAI,S CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
1 WALL Q MINk66 CITY OF ENCINITAS CONTROL POINT 1037 CITY PANS PR RED UNDER THE SUPERVISION OF RECOMMENDED -I APPRO GRADING PLAN FOR:
OF ENCINITAS BRASS DISC WITH CONCRETE
COLLAR, LOCATED 220' NORTH OF MANCHESTER HORIZONAL 1 "=10' DATE: 8 ►'j BY. 4A AA� BY: � 11941 -G
AVE AND 85' WEST OF TRABERT RANCH RD, AS BRIAN MICHAEL ARDOLINO DATE MASIH MAHER GLENN PRUIN 2260 COLONY TERRACE
SHOWN ON RECORD OF SURVEY NO. 18416. VERTICAL N/A R.C.E. N0. 71651 R.C.E. NO. 71651 ENGINEERING I PUBLIC
DATUM: NAV088 ELEV.: 55.569' BRIAN MICHA L ARDOLINO EXP. 12 -31 -15 WORKS DIRECTOR.
DATE: 7/ /14 DATE: 711 Z PLANNING CASE N0: 14 -042 CDP A.P.N. #259 -210 -3 SHEET 2 OF 3
J: \Active Jobs \2176 RUTHERFORD\2176.pro7 1712014 PLEA 2176
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HATCHED AREA REPRESENTS + +
HYDROSEEDING + +
HATCHED AREA REPRESENTS NOTE:
CONSTRUCTION ENTRANCE CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
GRAVEL BAGS PER DETAIL A C) C3 C3 O ca C3 01m 000
SILT FENCE PER DETAIL B -X-X- CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
SCALE: 1 "=20'
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLDPE FROM AND
ALONG THE LINE OF POSTS.
4
- STAaLnIJ
X
x
2. STAPLE WIRE FENCING TO
THE POSTS.
1
HYDROSff) 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 LEVEL FOR THE GROWTHAOFTTHE HYDROSEEDED EGROWTH,OF THE SOIL AT THE OPTIMUM
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. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS G QE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
B. ITEM OF THIS SUBSECTION MUST BACT RIAAAND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE FIXING
HYRRSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY
° AT THE DISCRETION OF THE CONTRACTOR.
B. TYPE i MULCH APPLIED AT THE RATE E NO LESS THAN 2000 , LBS PER ACRE. TYPE
6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
MECNEHAANICALLYAPUNCHING NO LESS THAN 50% OF THE STRANCHORED NTO THE SOIL By
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE 16 -20 -0, WHITH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY..
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.'
1. TRACK WALKING SLOPES STEEPER THAN 6A.
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 SALINE SAILS TO PROVIDE A� CONDITIONS OR GROWTH. LEACHING OR COVERING
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.
aT
GRAPHIC SCALE 1 " =20'
JOSE
0 20 40 60
TRAPPING DEVICE MmcW DI`' NQTE
3/4" MIN COARSE
/ ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY.
AGGREGATE A �- IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
FILTER - ��- l' PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
FABRIC °° ° °A �/ 4 IN (10 CM) MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ORIGINAL U ° ° / ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
GRADE U ° d ° Q ° ° AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
® ° A ° ° a ° WIDTH AS REQUIRED 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
TO ACCQMODATE -_ .�� THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
® °
A4- °° ANTICIPATED TRAFFIC INTO THE TRENCH. 1. ER 0NAL
° i. BOSTON CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
® ° TWO LAYERS OF GRAVEL BAGS I1 SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
1.1' MIN., UNLESS OTHERWISE ° °® °Q ° ° ° ° RUNOFF IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BME
SPECIFIED UNLESS
A SOILS ENGINEER WITH ENDS OVERLAPPED �I ( IIII I�11 Q��� MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT
A ((( I II I FILTER FABRIC `li/ MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
SECTIONA -A 19' RADIUS _WIRE STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT
MIN. GAP BETWEEN BAGS ��° r I'll % _ = ---
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
20' MIN ACTS AS SPILLWAY -��
�--i/ 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
'�` \ / ROOF DRAIN, DRIVEWAY, AND STREET.
1: EE7 /L. A: GON57RUGTION EN7RANG� ! �'� � ��� X � � � 3. ALL PARCELS ARE SUBJECT E ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
NOT TO SCALE NOT TO SCALE SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
ALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
7.
REIISIONS
No. 71651
Exp. 12/31/15
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A. Solana Beach, CA 92095
ph 858.259.8212 1 f 858.259.4812 1 plaaenglneering.com
NOT
TO SCALE 2006 -2
EXP. 12 -31 -15
DESIGNED BY DRAWN BY
CHECKED BY
CITY O y EN6S1N11AS E G+N+i+riU+•G
APPROVED DATE REFERENCES DATE BENCB1W K
SCALE
AS BUMT
BMA KRK
BMA
EROSION CONTROL PLAN FOR.
CITY OF ENCINITAS CONTROL POINT 1037 CITY
PL PREPA D UNDER THE
SUPERVISION OF
RECOMMENDED AGO
APPR
OF ENCINITAS BRASS DISC WITH CONCRETE
HORZZONAL I"=10'
DATE: 7- 1 -I`�
BY: _.M _
BY:
2260 COLONY TERRACE
COLLAR, LOCATED 220' NORTH OF MANCHESTER
AVE AND 85' WEST OF TRABERT RANCH RD, AS
_
BRIAN MICHAEL ARDOLINO
DATE R.G.E. N0. 71651
MASIH MAHER
A
GLENN PRING
ENGINEERING 6 PUBLIC
SHOWN ON RECORD OF SURVEY NO. 18416.
ELEV.: 55.569'
VERTICAL N/A
R.C.E. N0. 71651
BRIAN MICHAEL ARDOLINO
EXP. 12 -31 -15
7�f3/14
WORKS DIRECTOR
PLANNING CASE N0: 14 -042 CDP
DATUM., NAVDBB
DATE.
DATE: _
512212014N: \Active Jobs \2176 PL
No. 71651
Exp. 12/31/15
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A. Solana Beach, CA 92095
ph 858.259.8212 1 f 858.259.4812 1 plaaenglneering.com