2011-11118 SG (Plans)GRAD17VG NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -
OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS.
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
4. 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.
5. 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.
6. 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.
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS
OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED
HOLIDAYS.
B. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR,
CIVIL ENGINEER, SOILS ENGINEER GRADING CONTRACTOR AND PERMITTEE. THE
PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (760) 633 -2770.
9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND
RECEIVE APPROVAL FROM HE 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.
10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR
TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AND AS-
GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER
PERMIT NO. 11118 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ".
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL
ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
11. 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 WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING
PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
INTENDED USE.
12. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT
EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE
AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
13. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE
MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR
FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND
ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT
ACCORDANCE WITH SPECIFICATIONS.
14. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OR
EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS
DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT 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.
15. 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 NEAT 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.
LANDSCAPING
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS
APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF
ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
STANDARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES
PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED
BETWEEN OCTOBER 1 AND APRIL 15.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE.
IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS
OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT
OF WORK.'
A. SEWERS - LWD (750) 753 -0155
B. GAS & ELECTRIC - SDG&E (800) 422 -4133 - DIG ALERT
C. WATER - OMWD (BOO) 422 -4133 - DIG ALERT
D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT
E. CABLE TV - COX (800) 422 -4133 - DIG ALERT
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
PHONE: (750) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
LEUCADIA WASTEWATER DISTRICT (LWD) NOTES
1. LWO APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE
ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF
ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA
WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE
REGIONAL STANDARD DRAWINGS MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT
THE LWD SEWER STANDARDS GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE
FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON
THE JOBSITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER
THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK
THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR
PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR
CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO
CONSTRUCTION.
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE
ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF ANY
UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER
IN WRITING PRIOR TO CONSTRUCTION.
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE
DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR
ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL
UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER.
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN
UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS.
11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL
LOCATION BY THE CONTRACTOR.
12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL THE
WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE
TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL
LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL
SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT
THE POINT OF CONNECTION.
13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS
14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED,
AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION
FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF
ALL OTHER UTILITIES AND UTILITY LATERALS.
15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL
BY THE LWD INSPECTOR PRIOR TO PAVING.
16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR
SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. STANDARD BELL AND SPIGOT
OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING
PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER.
17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE
EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR
PUWER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEER. IN LOCATIONS WITH
SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRED TEMPORARY PROVISION OF DUTY AND
BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL
BE ALLOWED.
18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER REPAIR COUPLINGS
SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AND
OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS
SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY
CLEANED PRIOR TO INSTALLATION OF TEH REPAIR COUPLING(S). THE REPAIR COUPLING
SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND
ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED
BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC
SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL
APPROVED BY THE LWD DISTRICT ENGINEER.
19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -
IN 70 EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP
TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501. OR APPROVED EQUAL, STRAIGHT OR
TRANSITION COUPLING SHALL BE USED WITH A GASKET RANGE FOR EACH END OF THE
COUPLING TO MATCH THE OUTSIDE DIAMTER OF THE PIPE DN THAT SIDE OF THE
COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536,
GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR
CODED TO THE TYPE OF CONVECTING PIPE. GASKEYS SHALL BE SEP PER ASTM D2000
MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL
BE TYPE 316 STAINLESS STEEL.
20. FINAL APPROVAL OF PLAN BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF
TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION.
IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE
DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN
UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE
MADE AT THE DEVELOPER EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER
PRIOR TO THE START OF CONSTRUCTION.
NOTES:
1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT
LEAST 46 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO 00 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.
2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
3. 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.
4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
5. 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.
PASCO I.ARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 N Cast Highway 101 Ste A SaRana Beach, CA 92075
,ph 5583.259.5212 1 fz 555.259.4512 ! 8plsaen6ineerin5.c ®mm
STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTRUCTIONACTIVITIES
MUMETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO
CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING
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
A SPECIFIC AREA AWAY FROM GUTTERS 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 MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER.
DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,' THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY
OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON -SITE.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE, ETC.
STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND
STORMDRAIN 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 OWNERS) 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 STORMORAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
ENVIRONMENTAL NOTES:
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 4.0 FT
AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 4.0 FT
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 22 FT
OF CUT AREA OF CUT (S.F.)
3. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 1.3 FT
OF FILL AREA OF CUT (S.F.)
OWNER'S CERTIFICATE
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 OF THE SITE.
CIO TOM SANFORD
I . I. •
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BRIAN M. ARDOLINO DATE
R.C.E. NO. 71651
EXP. 1213111,Y I3; TE
REVISIONS
APPROVED
DATE
REFERENCES
DATE
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DATUM: NAVD 88 EL: 361.834
OLMfflL INMUNICFAL WATER DISTRICT (OMWD) NOTES
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND
MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN 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 PRWOSED 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 DN 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 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 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
DISTRICT'S PRIOR WRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIALO OR
INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMERS
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
DISTRICTS 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 WORT( 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 IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY
APPROVED IN WRITING BY THE DISTRICT.
25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN
ACCORDANCE WITH OMWO STANDARD SPECIFICATIONS.
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
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 RESPONSIBLIITY 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 w
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 PERFORMED BY THE ENGINEER. `
BRIAN M. ARDOLINO DATE
RCE No. 71651
PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
PLSA 1914
No. 71651 2
Exp . 12131143'
15,
EXISTING ONSITE
PROPOSED ONSITE
IMPERVIOUS AREA
IMPERVIOUS AREA
(EXCLUDING ROOFTOPS)
(EXCLUDING ROOFTOPS)
0 SF HARDSCAPE
4300 SF HARDSCAPE
R VIEWED
DATE:
PLANS PREPARED UNDER THE SUPERVISION OF
DATE: Z'ly•OZ
-� R.C.E. NO. 71651
BRIAN M. ARDOLINO EXP. 12 -31 -13
li
APPROVALS
REVIEWED ke
BY:
MASIH MAHER LA ENCE A. WATT
C- 4-ZSI9 PUBLIC W Z DIRECTOR
DATE: _Z�I Z DATE: _ Z ZZ
LEGAL DESCRIPTION:
PARCEL 3 OF PARCEL MAP 20774 IN THE CITY
OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA
A.P.N :: T216- 122 -54
STlE ADDRESS: ENCINITAS, CA 92024
OWNER/PERMITTEE
HANLON TRUST (MARCO HANLON & NICOLE HANLON)
CIO TOM SANFORD
WESTERN PACIFIC HOMES
364 SECOND STREET, STE 9
ENCINITAS, CA 92024
(760) 685 -1936
ESTIMATED EARTHWORK QUANTITIES
50 CL6IC YAFES EXCAVATION (aM
0 CUBIC YAKS 964NO EW IFILU
50 CUBIC YAFW 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 SHRINKAGE OR SWELL FACTORS).
REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO
SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS.
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY BOUNDARY
PROPOSED CONTOURS
EXISTING CONTOURS
EXISTING EDGE OF PAVEMENT
EXISTING FENCE
EXISTING AC BERM
RIGHT OF WAY LINE
SETBACK LINE
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING SEWER LATERAL
EXISTING WATER SERVICE
FLOWLINE DIRECTION
PROPOSED BUILDING
PROPOSED RETAINING WALL
PROPOSED FENCE
STORMWATER RETENTION AREA
NOT TO BE MODIFIED WITHOUT
A PERMIT FROM THE CITY
PROPOSED HARDSCAPE AREA
13MP STATUS:
STANDARD PROM
�71 VICIlVITY MAP
CITY OF ENCINff
GRADING PLAN FOR:
11 -152 CDP
NTS
- SEWER SYSTEM. APPROVAL
D, oY.
.2-7 - 2 (- ( Z__ STEVE DEERING, RCE 26514 DATE:
DATE. LWD DISTRICT ENGINEER
SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
AS ENGINEERING DEPAR'T'MENT I DRAWING NO.
1446 BLUE HERON AVE.
11118 -SGI
A.P.N. #216-122-541 SHEET 1 OF 3
!, \1914.oro PLSA 19
v
W
O
�71 VICIlVITY MAP
CITY OF ENCINff
GRADING PLAN FOR:
11 -152 CDP
NTS
- SEWER SYSTEM. APPROVAL
D, oY.
.2-7 - 2 (- ( Z__ STEVE DEERING, RCE 26514 DATE:
DATE. LWD DISTRICT ENGINEER
SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
AS ENGINEERING DEPAR'T'MENT I DRAWING NO.
1446 BLUE HERON AVE.
11118 -SGI
A.P.N. #216-122-541 SHEET 1 OF 3
!, \1914.oro PLSA 19
v
W
1 � ,
,
,
:. ✓: /
FS 391.1
FG 380.5
� � ' ��iillluiiillli .+ r�l
/ �� / / • �;.]1
OEMCHEV PAD DRAINAGE
DIRECTION
REC. ROOM 27a m
4L FF 361.33
�' �' t.. • �; � �'
2 STAIRS PER
ARCH. DWGS
,
•
•a MIL
' ' T
• 1 I APEX NTS 3o; r'
• TANWDARD BW
, Vie•
�, ► I " ZMA
D I
- - - - - - - - - T FOR TPM 06-16[� - jj
LD
I
11�7�_IT- �IInz11�-T7T m= 1ro'Sr�li�Ifo717r��01
334'
75.32'
EXISTING
GROIN
5.0% 4.5%
NOT TO SCALE
C 3' 11 't 4:*
BAS
AREA
t TING OlM10� — _- INSTALL 6" PCC CURB W/
6" OPENINGS - EVERY' 5 O /C— 8' MIN 4" DEPTH
w 2.3%
1/I
Q
H
Lu
�a
LOW �.
AWOFAWVM
GRAPHIC SCALE i"=20'
0 40 ■0
r s
I \
I,
�iT�
,•,
I I - MENT
PERMISSION MQUIFIEU WITHOUT THE
/ OF
a r /
7,
ma
11 rMA
V ► a-
�\ + APPROX. LOCATION
OF EX. FIRE HY
FTBA
CK
3
l
EX. DWY
AREA EXPANSIO
1
/
gNP
I AREA EXISTING
GROUND
(.
1 MIN 4" DEPTH ,
�E) �
1 6" STANDPIPE i �l
IFG 471.
PEDESTRIAN ACCESS R
EASEMENT �lN
�voso SYCEr
SEE sArri ZA
PROPOSED RET. WALL PEF
SDRSO C -1 (4' 8" MAX)
ALL ROADAAY5 SHALL BE A MINIMUM OF 24 FEET
IN WIDTH DURING CONSTRUCTION AND MAINTAINED
FREE AND CLEAR, INCLUDING THE PARKIN6 OF
VEHICLES, IN ACCORDANCE AITH THE CALIFORNIA
FIRE AND THE ENCINITAS FIRE DEPARTMENT.
PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING
CONSTRUCTION MATERIALS TO THE PROJECT SITE
ALL OF THE FOLLONIN6 CONDITIONS SHALL BE
COMPLETED TO THE SATISFACTION OF THE FIRE
DEPARTMENT.
- ALL NET $ DRY UTILITIES SHALL BE INSTALLED
APPROVED BY THE APPROPRIATE INSPECTING
DEPARTMENT OR A6ENCY;
- AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING
SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL
WEATHER SURFACE FOR EMERGENCY VEHICLES;
- ALL FIRE HYDRANTS SHALL BE INSTALLED, IN
SERVICE $ ACCEPTED BY THE FIRE DEPARTMENT $
APPLICABLE HATER 015TR16T
FCC ORIVEkiAr SHALL HAVE A DEEP BROOM FINISH
PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL,
OR EQUIVALENT, FOR SLOPES GREATER THAN 15%.
ALL COMBINED FENCES AND HALLS OR FENCE / AALLS
LOCATED NEXT TO EACH OTHER SHALL NOT EXCEED
6' I N HE16HT
74.01 , I• ••► /11
• I I
/ 1
�l
'.IIPII =JI1= II= 11= IIF.11 =11�
_ 11�JL =71.11 �7f. =lf :n -Ifs
isoi�n.ir�'u Irnn�n�fr��
r- Ir�I1411r If�7� 7r -7r =�i
-
liJ1�- IfE =11�
mn =n =n =n =n- sir-- _.=ir=
uar -uF7r- Ir fir= n�
** 314" CRUSHED OCK LAYER SHALL BE A MINI" OF 12" BUT MAY BE
DEEPENED TO INCREASE THE IIPILTRATION AND STORAGE ABILITY OF THE
DETAIL
THE EFFECTIVE AREA OF THE BASIN 94ALL BE LEVEL AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE
BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 1" BELOW
ADJACENT FINISHED SURFACE
DETAM — LANDSCAPE BMP
NOT TO SCALE
146.54'
i 15' 34.39' 40.29' 41.35' 15'
SETBAC PROPOSED GARAGE PROPOSED RESIDENCE SETBAC
-24' DEDICATED TO
THE CITY OF ENCINITAS
FOR TPM 05 -164
t
RTW
1
SECTION B B
NOT TO SCALE
—
..
SIDEWALK
EXISTING 6" G -2
EXISTING 5' CU9B 6 GUTTER EXISTING 6-2
PCC SIDEWALK CURB 6 GUTTER POFESSjO
VG 0.5
LANDSCAPE BMP AREA 6" S6151DI4AINI7RE,4TM9VT SWAB h�Q���ZONAEL
6" SUBDRAIN PER DETAIL THIS SHEET LANDSCAPE B AREA 4" AC OVER 6" CLASS II A8 O ti PASCO LARET SUITER
AS $jjaZ' , PER DETAIL THIS THIS SHEET MIN. G T.I. OF 6.0 MIN.
D Q -
' m No. 71651 o r^
SECTION C -C Exp. 12/31/X� a & ASSOCIATES
1-710-M J SECTION D D BLUE HERON A VENUE CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
NOT TO SCALE �
BRIAN M. ARDOLINO DATE �✓ NOT TO SCALE S'Tq CIVL 535 N Coast Highway 101 Ste A Solana !Beach, CA 92075
R.C.E. N0. 71651 NTS A h 858.259.8212 fa 858.259.4812 Ysaen ineeein com
EXP. 12/31/�21tj
� P I � P g• 8•
REVISIONS APPROVED DATE REFERENCES DATE BENCHMAI g SCALE PLANNING & BUH -DING DESTRGD BY DRAWN TRG BY C�BMA BY APPROVALS CITY OF ENCINITAS ENGEMMI LTG DEPARTMENT DRAWING NO.
1 T 2EJ. 2114A. CITY OF CARLSBAD CONTROL "CLSB -019" PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED DETAILS 6 TYPICAL SECTIONS FOR:
_I�N�,p1} Vo 14 STAMPED "RCE 30724" REVIEWED BY:
RS gJll` lL 345M, ®/� 2g 1 LOCATED AT THE CENTER OF THE BULB, HORIZONAL I"=20' DATE L•IN•IZ 8Y: 1446 BLUE HERON AVE. 11118—SG
190 S'LY OF INT. OF BELLA VISTA DR. - - MASIH MAN R WRENCE A. WATT
-- & BELLA LAGUNA CT, 20' E-LY OF CIL R.C.E. NO. 71651
PER ROS 17271 REC. 218102 VERTICAL N/A C 4ZS09 PUBLIC WO KS IRECTOR
- - - DATUM: NA VD 88 EL: 361.834 DATE.' BRIAN M. ARDOLINO DATE: 2/27/ I2 DATE:
EXP. 12 -31 -13 'y zi 2— 11 -152 CDP A.P.N. #215- 122 -54 SHEET 2 OF 3
0- III II X111111 11J111 X111 i iiil u
,
m f i
-
TWIF 2
G-.65
BWtS 380.5 BW@FS 380.4 TWG 3B3.8
No
-
N00 32..E "E
V u -° 379.7 \ r
g i
Ftz 380.5 - -'- -ae
LANDSCAPED AREA?
RET WAtL PER
-
TWFG 382.5
F!
' IE,378r1 :'v 379
v
2.0
FG 380.5
RET WALL PER Gii�f FS' 3s467
P
U j 1 (4 s" MAX) a FF381.33s .sz 5 I 5:37
".� �G
\ 6 FS 381 °37 PAf%
TW@FG 382 N2 6" ATRIW - P TO 379.3 _.._ 114 =c ..� D IS
- -DRAIN (TIP) �� IE 378.3 1 S .67 �-
1 ` 5" PCC DRIVEWAi•,..OIfER 5 F 1
:
- 4ACTED NA TI iAL �SE
\ rr 379.1 'TN 380 3
WELL & IFYtIG TI FG 380 5 s G 380.5 FG 380.5 FG 3 5 : 8i1� 3
FENCE PER STORAGE TANK' r I '1
,h 6" PVC, P_IPE / ARCH DWG j BY OTHERS - 3.5% _
' / Laumiy PER 13 I i MAIN HOUSE - - ...... _
FG 380.5 W /alb u
\ FG 380.5 \ PA1�C 3 /FS 38113
v13
6" PVC PIPE I ,y\ 4,3 Q. f
PAD DRAINAGE `.... �_.. FS
x ( DETACHED I FF 38133 "
FG 380.2 / RFC. Ri�OM I
DIRECTION .. `......., C F 380.5 FS 37 / Tw 379
I \ PAD =380.5 _ _ . _.
FF 381.33 I \ \ K I / BW 37
,is
Pi4D -380.5 FG 380.5 I FG s76.7 -- J . - :. -� ' Fs1 17 \ \, .. -_ "_ 1 Fs :3 f
TG 379. I I FS 381.17
yz.. j IE 378.0 , III FG 380.5 5% I �5%
" (rnNI FENCE 1 \ I I 38L17 • � � T5.38.1.17 " PVC PIPE-
_6s
3� � 1 I �I 4 TAIRS PER / I /
n I A '. PAD DRAINAGE TG 378.5 I PAiu� -f' �A�1�1 ARCH. DWGS / FS 374 / !i
DIRECTION FS 38 . FS y3B1:U�T FS 381 °07, FS 3B1.Q0
` \ �- - - -- •- IE 373,0 1 a TG 3BOA
IE 377 0
- - -- -- / 1
M 1i \ �-- -- - - - - -- 380 - - - - -- -- - - - - -- - --
TG 78.5 6 PVC IPE @ 1 % --,1 -FIFE T \ - - - - -
-IE 77.5 - -� - - - - - - - 1 _ FIRE P FS 3Bi.17 Y,
-- - - - --
/ iPER�EF�IIT 7�: f 12 -1322 _ I o I- - '? -TG 373.E
` INSTALL 3' 3' MOD°
- -- - - - - - --
__
- - - - -...EX 39 MAX ,SLR_777-_77- HI�RAP> I E SLOPE t
_ _ 8
3 I - - - 1 TG 373.1 - 8° `IJE - W
1140 � rtEAt]►V4Lt - - o IE
T
IE 370.4 - I T 15' STBA
1 -F - - - -- - - - -- 6"f
I
i
\ I 7� L N00 •T2'2 310.88 r
Y 37"
- -- --
1 TG 731- - - - - - -- - - TALL
INS •J '
RIP RAP? "PER -
f- ®`
370 70.4 3�? h9, %X SORSDO TG 36� 0 >
1 / FfAfiC1D' A TR - - - 370 - - - - - 79--75'
�5 (y /
n ?9
1
w -17 Aft t180D � N0� TO BE - -- I -- f9fi2'S7� E 6.
1 MODIFIED WI �hDUT THE - 1 FINMOIALL PER
PERMISSION ARCH OF THE CITY OF D
I ENCINITAS'�iINZF1 1020 SF / AVE,
(SEE DETAIL - LANDSCAPE BW) _ EX 6' PUBLIC PEDESTRIAN ACCESS `
-- n
� I I r------ -- - - - - -° - { FOR TPM 06 -1
Lo
\ l _
a
27.69' 1 .35 41'
1.7% w I PAD 380.5
334'
75.32'
EXISTING
- GROUND
5.0% 4.5%:
SECTION A A
NOT TO SCALE
1.
FENCE WALL PER
ARCH DWGS
1 22'
4
�4
I`
x
I,- PIPEV4 --
�� 13' MAX RETAINING WALL
i
Pl`�DESTRIAN GATE
'F3
,.� • ' IZ
_F6 378 0� ri 1
�I. F 376 y`T
i tE)C �
T6 3 4� n LIMIT OF PAVEMENT
REMOVAL/ MEW PAVING
FENCE WALL PER
ARCH DWGS
FS -372 0 3' MAX RETAINING WALL
(TYPE C -4) PER SORSD
! � t
EXIST ACCESS EASEMENT TO
PARCEL 3 FROM PARCEL 4
PER PARCEL MAP N0. 20774
EXISTING WATER
,- EASI_hENr LO OMWD
I \PER DOC. 2011- 0117269
RAC. MARCH 3, 2011
CW,ANNEL- DRAIN TG =367.0
STANDARD LANDSCAPE
NOT TO BE MODIFIED
WITHOUT PERMISSION FROM
7W-CITY OF ENCINITAS
FF��((ISTING WATER
EASEMENT TO OMWD
-. EX 12" ACP
,, • ATER
--00 AFAQF
,FgIV�E
IL
ALL
f
US
^j
f
I i
111 TrwTiFn rdi-c
X)
x
I,- PIPEV4 --
�� 13' MAX RETAINING WALL
i
Pl`�DESTRIAN GATE
'F3
,.� • ' IZ
_F6 378 0� ri 1
�I. F 376 y`T
i tE)C �
T6 3 4� n LIMIT OF PAVEMENT
REMOVAL/ MEW PAVING
FENCE WALL PER
ARCH DWGS
FS -372 0 3' MAX RETAINING WALL
(TYPE C -4) PER SORSD
! � t
EXIST ACCESS EASEMENT TO
PARCEL 3 FROM PARCEL 4
PER PARCEL MAP N0. 20774
EXISTING WATER
,- EASI_hENr LO OMWD
I \PER DOC. 2011- 0117269
RAC. MARCH 3, 2011
CW,ANNEL- DRAIN TG =367.0
STANDARD LANDSCAPE
NOT TO BE MODIFIED
WITHOUT PERMISSION FROM
7W-CITY OF ENCINITAS
FF��((ISTING WATER
EASEMENT TO OMWD
-. EX 12" ACP
,, • ATER
APPROX. LtBA
1
OF
�
EX. FIRE HYD
rc 3' MAX RETAINING WALL
1 (TYPE C -4) PER SDASD
10'1
EX. DWY
EXPANSION
[STING
7UND
GRAPHIC SCALE 1"=20'
f
PEDESTRIAN ACCESS R
EASEMENT
2_ I Al ' d
rfsAL
PROPOSED RET. WALL
SDRSD C -1 (4' 8"
21191
R
ALL ROADWAY5 5HALL BE A MINIMUM OF 24 FEET
IN WIDTH DURING CON5TRU6TION AND MAINTAINED
FREE AND CLEAR, INCLUDIN& THE PARKIN& OF
VEHICLE5, IN ACCORDANCE WITH THE CALIFORNIA
FIRE AND THE ENOINITAS FIRE DEPARTMENT.
PRIOR TO DELIVERY OF COMBU5TIBLE BUILDING
CONSTRUCTION MATERIAL5 TO THE PROJECT SITE
ALL OF THE FOLLOWING CONDITIONS 5HALL BE
COMPLETED TO THE 5AT15FA6TION OF THE FIRE
DEPARTMENT
- ALL WET $ DRY UTILITIES 5HALL BE INSTALLED d
APPROVED BY THE APPROPRIATE IN5PE6TIN6
DEPARTMENT OR AGENCY;
- A5 A MINIMUM THE FIR5T LIFT OF ASPHALT PAVING
5HALL BE IN PLACE TO PROVIDE A PERMANENT ALL
WEATHER 5URFACE FOR EMERGENCY VEHICLE5,
- ALL FIRE Hl'DRANT5 5HALL BE INSTALLED, IN
5ERVI6E $ ACCEPTED BY THE FIRE DEPARTMENT $
APPLICABLE WATER DISTRICT
PCC DRIVEWAY 5HALL HAVE A DEEP BROOM FIN15H
PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL,
OR EOUIVALENT, FOR 5LOPE5 6REATER THAN IS %.
ALL COMBINED FENCE5 AND HALL-5 OR FENCE / WALL5
LOCATED NEXT TO EACH OTHER SHALL NOT EXCEED
6' IN HEIGHT
4" OVERFLOW STANOPIPE
INLET W/ ATRIUM GRATE
2" HARDWOOD MULCH/
GRASS COVER OR CITY
APPROVED EQUIVALENT
-24" ENGINEERED SOIL
* SEE NOTE BELOW
* BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50-60% SAID 20 -30% COMPOST OR HAREWOORD MULCH, AND
20 -30% TOPSOIL, FREE OF STONES STUMPS, ROOTS, OR SIMILAR OBJECTS,
AND ALSO FREE OF NOXIOUS WEEDS.
** 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL. BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE
BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT,
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 1" BELOW
ADJACENT FINISHED SURFACE
DETAIL - LANDSCAPE BMP
146.54'
NOT TO SCALE
f
1-24' DEDICATED TO
THE CITY OF ENCINITAS W
54, FOR TPM 05 -164
40'
51M I LJIN 15-15
NOT TO SCALE
ttt ttt ttt ttt
EXISTING 6" G -2 EX SIDEWALK
EXISTING 5' CURB & GUTTER EXISTING G -2
PCC SILFWALK � & GUTTER QPoFESStr
6" SUBDRAIN
EXISTING
TREATMENT SWALE QUO �ZONAEL 49 F mm as
AS BUIi.T PER DETAIL HIAREA SHEET 4" AC OVER 6' CLASS IT AS
2�
MIN. & T.I. OF 6.0 MIN. . i z
w m No. 71651 o m ASSOCIATES
Exp. 12/31/15 �SS ®
SECTION D D BLUE HERON AVENUE
CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING
BRIAN M. ARDOLINO DATE NOT TO SCALE
S;1, Ci
R.C.E. NO. 71651 NTS _ OF VCI1 ESQ 535 d ®soh Highway flUfl, 84e A. Solana Beach, CA 92 ®i5
EXP. 12131115 NEW Su Cr t
ph 858.259.8212 1 4'z 858.259.4812 I p1siengineering.coffi
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK scrum FLANN NG & BUILDING
DESIGNED o BY oRTRG er ° "EBMA BY APMOVAM CITY OF ENC=AS ENGINEERING DEPARTMENT DRAWING NO.
NEW SHEET 2A ^/� M 3�5 - - CITY OF CARLSBAD CONTROL "CLSB -019" PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED DETAILS & TYPICAL SECTIONS FOR:
As 'BJIL'j �1 i - _ 5 STAMPED "RCE 30724" REVIEWED 8Y.' __ ' `' 1 `F`tV BLUE 111+RON A r Li. 11 118-SG
LOCATED AT THE CENTER OF THE BULB, HORIZONAL 1 " =20'- NIA DATE: 3'3'Iy BY° --
-- - 190' S'LY OF INT. OF BELLA VISTA DR. - - MASIH MAHER FarGLENN PRUIM Q
& BELLA LAGUNA CT, 20' E-LY OF CIL R.C.E. NO. 71651
- - VERTICAL N/A
DATUM: NAVD788REC. EL: 361.834 DATE= BRIAN M. ARDOLINO EXP. 12 -31 -15 DATE: DATE: 3/ 5 / ( 4
- 4 1-osa cnp A P N #91R- 99 ? -54 qHFFT PA f1F 'R
2014N.1Active Jobs \1914 Hanlon \1914CC.prJ PLSA 1914
MAIN
�
EX. FIRE HYD
rc 3' MAX RETAINING WALL
1 (TYPE C -4) PER SDASD
10'1
EX. DWY
EXPANSION
[STING
7UND
GRAPHIC SCALE 1"=20'
f
PEDESTRIAN ACCESS R
EASEMENT
2_ I Al ' d
rfsAL
PROPOSED RET. WALL
SDRSD C -1 (4' 8"
21191
R
ALL ROADWAY5 5HALL BE A MINIMUM OF 24 FEET
IN WIDTH DURING CON5TRU6TION AND MAINTAINED
FREE AND CLEAR, INCLUDIN& THE PARKIN& OF
VEHICLE5, IN ACCORDANCE WITH THE CALIFORNIA
FIRE AND THE ENOINITAS FIRE DEPARTMENT.
PRIOR TO DELIVERY OF COMBU5TIBLE BUILDING
CONSTRUCTION MATERIAL5 TO THE PROJECT SITE
ALL OF THE FOLLOWING CONDITIONS 5HALL BE
COMPLETED TO THE 5AT15FA6TION OF THE FIRE
DEPARTMENT
- ALL WET $ DRY UTILITIES 5HALL BE INSTALLED d
APPROVED BY THE APPROPRIATE IN5PE6TIN6
DEPARTMENT OR AGENCY;
- A5 A MINIMUM THE FIR5T LIFT OF ASPHALT PAVING
5HALL BE IN PLACE TO PROVIDE A PERMANENT ALL
WEATHER 5URFACE FOR EMERGENCY VEHICLE5,
- ALL FIRE Hl'DRANT5 5HALL BE INSTALLED, IN
5ERVI6E $ ACCEPTED BY THE FIRE DEPARTMENT $
APPLICABLE WATER DISTRICT
PCC DRIVEWAY 5HALL HAVE A DEEP BROOM FIN15H
PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL,
OR EOUIVALENT, FOR 5LOPE5 6REATER THAN IS %.
ALL COMBINED FENCE5 AND HALL-5 OR FENCE / WALL5
LOCATED NEXT TO EACH OTHER SHALL NOT EXCEED
6' IN HEIGHT
4" OVERFLOW STANOPIPE
INLET W/ ATRIUM GRATE
2" HARDWOOD MULCH/
GRASS COVER OR CITY
APPROVED EQUIVALENT
-24" ENGINEERED SOIL
* SEE NOTE BELOW
* BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50-60% SAID 20 -30% COMPOST OR HAREWOORD MULCH, AND
20 -30% TOPSOIL, FREE OF STONES STUMPS, ROOTS, OR SIMILAR OBJECTS,
AND ALSO FREE OF NOXIOUS WEEDS.
** 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL. BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE
BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT,
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 1" BELOW
ADJACENT FINISHED SURFACE
DETAIL - LANDSCAPE BMP
146.54'
NOT TO SCALE
f
1-24' DEDICATED TO
THE CITY OF ENCINITAS W
54, FOR TPM 05 -164
40'
51M I LJIN 15-15
NOT TO SCALE
ttt ttt ttt ttt
EXISTING 6" G -2 EX SIDEWALK
EXISTING 5' CURB & GUTTER EXISTING G -2
PCC SILFWALK � & GUTTER QPoFESStr
6" SUBDRAIN
EXISTING
TREATMENT SWALE QUO �ZONAEL 49 F mm as
AS BUIi.T PER DETAIL HIAREA SHEET 4" AC OVER 6' CLASS IT AS
2�
MIN. & T.I. OF 6.0 MIN. . i z
w m No. 71651 o m ASSOCIATES
Exp. 12/31/15 �SS ®
SECTION D D BLUE HERON AVENUE
CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING
BRIAN M. ARDOLINO DATE NOT TO SCALE
S;1, Ci
R.C.E. NO. 71651 NTS _ OF VCI1 ESQ 535 d ®soh Highway flUfl, 84e A. Solana Beach, CA 92 ®i5
EXP. 12131115 NEW Su Cr t
ph 858.259.8212 1 4'z 858.259.4812 I p1siengineering.coffi
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK scrum FLANN NG & BUILDING
DESIGNED o BY oRTRG er ° "EBMA BY APMOVAM CITY OF ENC=AS ENGINEERING DEPARTMENT DRAWING NO.
NEW SHEET 2A ^/� M 3�5 - - CITY OF CARLSBAD CONTROL "CLSB -019" PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED DETAILS & TYPICAL SECTIONS FOR:
As 'BJIL'j �1 i - _ 5 STAMPED "RCE 30724" REVIEWED 8Y.' __ ' `' 1 `F`tV BLUE 111+RON A r Li. 11 118-SG
LOCATED AT THE CENTER OF THE BULB, HORIZONAL 1 " =20'- NIA DATE: 3'3'Iy BY° --
-- - 190' S'LY OF INT. OF BELLA VISTA DR. - - MASIH MAHER FarGLENN PRUIM Q
& BELLA LAGUNA CT, 20' E-LY OF CIL R.C.E. NO. 71651
- - VERTICAL N/A
DATUM: NAVD788REC. EL: 361.834 DATE= BRIAN M. ARDOLINO EXP. 12 -31 -15 DATE: DATE: 3/ 5 / ( 4
- 4 1-osa cnp A P N #91R- 99 ? -54 qHFFT PA f1F 'R
2014N.1Active Jobs \1914 Hanlon \1914CC.prJ PLSA 1914
1 r
5 r r
r
3z SILT FENCE
per (TYP) /
� I
I
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a
1 -
/ _ - — — — ----- . _ — _ _ —. _ —
"-
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e
COARSE
AGGREGATE
FILTER
z FABRIC
ORIGINAL
GRADE
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
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NOTE.
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
r-- A
an a
°n n
a °
A a
A n
a a
a
° ° 4
A °
A a
° ° an
° n
° °
nd a _
19' RADIUS
MIN. 20' MIN
W
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
I !
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
i
cI
rJ
IrJ
I
,
I r
rr /�
r
I
I
CONSTRUCTION
ENTRANCE
r
i
1. SET POSTS AND EXCAVATE A 2. STAPLE WIPE FENCING TO
f f POSTS.
TRENCH • /• FROM ■
ALONG THE LINE OF POSTS.
m n■ufu�� '�����\
1: ■.. ■ ■ ■ ■�'MUMME■■■ u
'i.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC &iti
HVOUSEED 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 OUE 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 ALYSS04 (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, OE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON-PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY
AT THE DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 , 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.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20-0, WHITH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.'
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
1. TRACK WALKING SLOPES STEEPER THAN 6'1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
1. ADJUSTIAK THE SURFACE SOIL MOISTURE T'0 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.
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.
ADJACENT PROPERTY DISTIfEWIE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITMNAl_ NOTES
1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING FIBER ROLLS, GRAVEL BAGS) MUST BE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
MAST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006-27.
GRAPHIC f
0 20 40 60
ASB� -T
D '<z '1_5 PASCO LARET SUITER
w m No . 71651 0 rn
1 -
CONSTRUCTION ENTRANCE DETAIL
GRAVEL BAG DETAIL
SILT FENCE DETAIL 6 Exp. 12/31/1+3 a & ASSOCIATES
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
�T CIVIC
BRIAN M. ARDOLINO DATE
R.C.E. NO. 71651
4� F��p 555 N Coast Highway 102 Ste A Solana Beach, CA 92075
OF
EXP. 121311 15
CA�1
ph 850.259.8212 1 ffa 858.259.4812 I pisaemgimecrimg.coffi
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
PLANNING & BUILDING
DESTRG D BY DRAWN BY
CHECKED BY
APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO.
"72754
p
W
CITY OF CARLSBAD CONTROL "CLSB -019"
PLAN PREPARED UNDER
THE SUPERVISION OF
REVIEWED
DETAILS & TYPICAL SECTIONS FOR:
STAMPED "RCE 30724"
LOCATED AT THE CENTER EL THE BULB.
190' S'LY OF INT. OF BELLA VISTA DR.
HORIZONAL 1 "_ =20'
REVIEWED BY:
/
„
DA
R.C.E. N0. 71651
J
BY: (i
'1+' —
MASIH MAHER dLRENCE A. WATT
1 446 BLUE BERON A VE.
11118 —SG
-
6 BELLA LACUNA CT, 20' E'LY OF C/L
PER ROS 17271 AEC. 2/8/02
DATUM: NAVD 88 EL: 361.834
VERTICAL �A_ __
-
DATE.'
_
BRIAN M. ARDOLINO
EXP. 12 -31 -13
C 2/.2 PUBLIC WP S DI ECTOR
DATE: 2/17 2 DATE: y
/ J
11 -152 CDP A.P.N. #216 - 122 -54
_
-
SHEET 3 OF 3
`f