2012-11439 SG (Plans) RIGHT OF WAY NOTE NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER
NICHOLAS M. DEAN & CHERYL H. DEAN NTH
OWNER IS TO HOURS PRIOROTO WORKING NTTRHE PUBLIC C RIGHT OFF WAYS FAILURE TO O SO WILLIRESULTLIN ST 48 THESE EXISTENCE AND LOCATION
WERE OBTAINED YOAFSEARCH OFF AVAILABLE RECORDS. TO THE BEST EST OF OSHOWN ON WASHOUT 2110
ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE PHONE NUMBER:ER:WIND LANE, ENCINITAS, CA 92024 JqC
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, K
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY PLASTER AND THE LIKE INTO THE STORMWATER
CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL SITE ADDRESS N W/�/ 9TN FL CqM�
DRAINAGE NOTE RESPONSIBILITY OR STRUCTURES LOCATED AT THE WORK SITE.
THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES SPRIOR POST A SIGN DESIGNATING THE WASHOUT LOCATION. APN 265-331-80 1
ERWIND LANE, ENCINITAS, CA 92024 SITE W,ND RR �F� NORTE
TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CONSTRUCTION SITE ACCESS
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS COMMENCEMENT OF WORK: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED
FOR VEHICLES EGRESS AND INGRESS TO PREVENT WHO 8TN
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO A. SEWERS - CSD-(760)-633-2770 TRACKING DIRT OFF SITE. THIS SHALL INCLUDE
USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL LEGAL DESCRIPTION W�11/SpF
AN APPROVED DRAINAGE FACILITY. B. GAS & ELECTRIC-SDGE-(760)-438-6200 PANELS/PLATES. O Ov
C. WATER - OLIVENHAIN WATER DISTRICT-(760)753-6466 PORTIONS OF PARCELS 1 & 2 OF PARCEL MAP NO. 7737
UTILITY NOTE D. TELEPHONE - SBC BELL-(760)-489-3411 CONSTRUCTION VEHICLES IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
E. CABLE TV- COX COMMUNICATIONS- (760)-806-9809 X-2233 A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
STATE OF CALIFORNIA, RECORDED AUGUST 24, 1978 VICINITY MAP
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL
BE MADE OFF-SITE. NO SCALE
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY
GENERAL NOTES WORK ON THIS PROJECT. PHONE: (760)-633-2770. EROSION CONTROL OWNER'S CERTIFICATE THOM. BROS. PG.
1047 J-7
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- EROSION
CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR PROTECTED AGAINST EROSION BY INSTALLING
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
REJECTION AND ADVISE O E COMPACTION AND STABILITY OF
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 70. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ADEQUATE GROUND
COVER VEGETATION, AND BONDED FIBER MATRIX. GRADING ACTIVITY N H
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REJECTION AND REMOVAL.
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR THE SITE.
INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 4 ? -
2. THE SOILS REPORT TITLED " N/A " PREPARED BY DATED AND P DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR SHALL SIGNATURE: � 11 DATE:
UDATE EROSION CONTROL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. NICHOLAS M. DEAN
DATED , PROJECT# SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL M. /`
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS /'
CONTAINED IN SAID REPORT. 1. IN CASE EMERGENCY WORK 1S REQUIRED, CONTACT BAIR LIGGATT AT(858)692-4008, REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY
NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN - SIGNATURE: \ /�----- DATE:
NOTE: SOILS ENGINEER TO BE RETAINED TO CHECK FOOTING EXCAVATION. 24 HOURS A DAY. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER.
DO NOT REMOVE TREES OR SHRUBS CH YL H. DEAN
UNNECESSARILY; THEY HELP DECREASE EROSION.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE TEMPORARY VEGETATION
MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PANNED FOR
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RABID
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL SOILS ENGINEER'S CERTIFICATE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. GRASSES TO SHIELD AND BIND THE
SOIL. I N/A A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN
GRADING. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION
AND GRADING ACTIVITIES ARE COMPLETE, THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON QA AND FOR
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT ENGINEERING INSPECTOR.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. AN UPDATE ON �A. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,WITH
MY
PROPERTIES DURING GRADING OPERATIONS, ANYTHING DAMAGED OR DESTROYED SHALL BE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE
OF THE CITY ENGINEER, FURTHERMORE, I HAVE
REPLACED OR REPAIRED TO CONDITION 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO REVIEWED THESE GRADING
PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. ON-SITE CONSTRUCTION MATERIAL STORAGE
EXISTING PRIOR TO GRADING. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL REPORT
FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
S
THE CONTRACTOR SHALL L INTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR
SHALL PROVIDE SECONDARY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 5 SIGNED: VIA
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CONTAINMENT
FOR-ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
CIRCUMSTANCES WHICH MAY ARISE. KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC.
ENGINEER OR A LICENSED LAND STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN RCE NO.:
SURVEYOR. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED'WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. EXP. DATE:
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL TRAINING JOB#:
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON. CONTRACTORS' EMPLOYEES WHO,PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS.
THESE BMP NOTES SHALL BE
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF AVAILABLE
TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
SLOPE AT THE CONCLUSION OF EACH WORK DAY. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PACE AT THE END OF EACH WASTE
MANAGEMENT
WORKING DAY WHEN THE FIVE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
AND UNUSED CONSTRUCTION
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS O STATEMENT OF ENGINEER OF WORK
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION MEETING SHALL BE %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL, MATERIALS. DUMPING
OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)633-2770. CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND THE GENERALLY ACCEPTED STANDARDS
AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION, THE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE
CHECKED FREQUENTLY FOR LEAKS. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES RULES
AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS DUMPSTER IDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS
SHALL BE PLACED WITHIN STRUCTURES CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
S
AND REQUIREMENT THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS WITH
IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY
THE ENGINEER IS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE
TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
B
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL CONCRETE, WOOD, AND CLEARED VEGETATION CAN E RECYCLED. NON-RECYCLABLE
MATERIALS MUST BE TAKEN TO AN PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PANS
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL DRAIN SYSTEM. APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE.
FOR INFORMATION ON DISPOSAL OF HAZARDOUS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
BE PROVIDED STATING: "THE GRADING UNDER PERMIT THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS,AND EMPLOYEES FROM PROPERTY
DAMAGE OR BODILY
NO. 11439-SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195.
FOR INFORMATION ON LANDFILLS AND TO
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ORDER DUMPSTERS CALL EDCO
AT(760)436-4151. AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
OPERATION. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE
TRASH CANS AND RECYCLING RECEPTACLES AROUND THE
AND/OR TO TURF OR LANDSCAPED'AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE SITE.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY
SIGNATURE: DATE: I ��
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND/OR THE TURF/LANDSCAPED AREAS. PORTABLE TOILETS MUST BE IN GOOD WORKING
ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL ROBERT O SUKUP 00
.
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS 0)
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED SURFACES. O
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
THE SEA BRIGHT COMPANY O
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 4322
SEA BRIGHT PLACE, CARLSBAD, CA 92008 1
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE PHONE NUMBER: (760)720-0098
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE (V
FOR THEIR INTENDED USE. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2 % CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE RCE NO.: 28302 EXPIRES:
03/31/14
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE v
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE IT TO AN ADEQUATE IMP/BMP. FOR MORE INFORMATION ON CITY OF ENCINITAS
POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760)633-2770. ^
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID •3'31�q O
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
IMPERVIOUS AREA CD
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT WITHOUT A PERMIT FROM THE CITY. IMPERVIOUS AREA PRIOR
TO CONSTRUCTION: N/A SQFT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. OLIVENHAIN WATER DISTRICT NOTES: IMPERVIOUS AREA AFTER CONSTRUCTION: N/A
SQFT
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN INCREASE IN IMPERVIOUS AREA: 0 SQFT
REQUIRE THAT,THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 1. REVIEW OF THIS PAN BY OLIVENHAIN WATER DISTRICT DOES NOT CONSTITUTE
A REPRESENTATION AS TO THE Z
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND
UTILITY PIPE OR IMPERVIOUS AREA REPLACED: 0 SQFT m
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 12
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
0
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE 2.ALL EXISTING
FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR PROPOSED U
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM CONNECTION
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 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 WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PANS. ELECTRICAL AND SEWER TO CROSS
UNDER WATER MAINS =
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FAT TO ALLOW ROLLING OF THE DUMPSTER IN UNLESS WRITTEN PERMISSION IS GIVEN BY OLIVENHAIN WATER DISTRICT.
U
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES 3.
CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY af
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT THROUGH AN ADEQUATELY SIZED OIL/GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
(FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER m
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR CITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER FACILITIES MUST
MEET CURRENT OLIVENHAIN WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS
W
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE THEY
SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN REQUIRED FOR THIS STRUCTURE. V)
ACCORDANCE WITH THE GRADING ORDINANCE. 4. UTILITIES TO MAINTAIN MINIMUM 5-FEET SEPARATION WHEN PARALLELING WATER SERVICES. Lv
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE
HYDRANTS AND SAN DIEGO GAS AND _
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT EARTHWORK DATA
ELECTRIC VAULTS.
HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. STEEPEST EXISTING NATURAL SLOPE ON-SITE = 1:1
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY MAXIMUM VERTICAL DEPTH OF CUT= 3' 6. ALL WATER SERVICE TO BE CONSTRUCTED
CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS Ld
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. MAXIMUM VERTICAL DEPTH OF FILL=3' MUST BE IN FRONT OF PARCEL THEY ARE SERVING.
Q
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN CUT = 0 C.Y. FILL = 0 C.Y. Z
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY EXPORT =62 C.Y. (FOOTINGS) PLANNING AND BUILDING ENCINITAS
FIRE DEPARTMENT BMP PROJECT STATUS
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED REMEDIAL= N/A W
IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, STANDARD Of
EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY W
TREE DRIP LINE AREA(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE Z
CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, g rZ n�' n/) " z
IT MUST BE PROTECTED IN PACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY �`� (J(A►� {�,�/ • I3���Z
TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL SIGN DATE SIGN DATE
W
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN S. CHECKED 0. S BY: ENGINEERING DEPARTMENT
APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
$ ) T 2-•2Ae•13 DESCRIPTION: BENCHMARK NO. ENC-20 R. O. S. K. P. S. R. O. S.
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: P# APPROVE GRADING PLAN FOR:
LOCATION: 2.5" BRASS DISC IN SOUTHWEST
HORIZONTAL: N/A DATE: 11/07/12 2110 WHISPER WIND LANE 11439-SG
CORNER OF CONC BASE OF FIRE HYDRANT �I/�
ON EAST SIDE OF RANCHO SANTA FE RD N/A DEAN RESIDENCE
VERTICAL: N/A R.C.E. NO.: 28302 MASIH MAHER GRE SHI S
RECORD FROM: CITY OF ENCINITAS ENGINEER Z7 I Z �� APN 265-331-80