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2012-11375 SG (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "UPDATE REPORT" PREPARED BY TERRA TECHNOLOGY ENGINEERING INC. DATED FEBRUARY 8, 2012, PROJECT #TE -2644 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 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. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11375 SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR 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. 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 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. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. CHANGE NO. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT NIMA NAKHSHAB AT (760) 550 -0111, 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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPIIMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. OLIVENHAIN MUNICIPAL WATER DISTRICT 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 District's 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 District's 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) 8. 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 40 maximum deflection per coupling (20 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 3/4 -inch high letter "W' shall be chiseled intop 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, 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 a ns 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. DESCRIPTION APPROVED DATE BENCHMARK �V - AA /10/13 DESCRIPTION: 2.5" City of Enc. Brass Disc. y r • 9 1 (n 1.3 LOCATION: 190 ft Southerly of Int of Ranch Rd and Rainy Court RECORD FROM: City of Encinitas Pt. No. 1006 ELEVATION: 320.695 DATUM:NAVD88 OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES CONT'D: 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 OMWD 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 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 OMWD Standard Specifications. WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. LWD SEWER NOTES: 1. LWD 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 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. 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. 5. All sewers and laterals shall be in place and shall have final approval by the LWD inspector prior to paving 6. Cleanouts should be added at the property line and all horizontal and vertical bends in laterals. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN 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) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LCWD - (760) - 753 -0155 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - OMWD- (760)- 753 -6466 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3,000 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 12,972 SQFT INCREASE IN IMPERVIOUS AREA: 9,972 SQFT IMPERVIOUS AREA REPLACED: 65 SQFT OWNER CHRISTIAN & LAURAN LAHAYE 3833 MEGAN LANE, ENCINITAS, CA 92024 (760)- 707 -9926 SITE ADDRESS 3833 MEGAN LANE, ENCINITAS, CA 92024 APN - 264- 222 -05 -00 LEGAL DESCRIPTION PARCEL 2 OF PARCEL MAP 14459 OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL'S GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF* THE SITE. SIGNATURE: A DATE: �l Christian Lah ye SIGNATURE: DATE: 9/1112 Lauren Lahay SOILS ENGINEER'S CERTIFICATE :i VICINITY MAP N.T.S. I, DALE R. REGLI A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 2 -8 -2012 AND FOR AN UPDATE ON FEBRUARY 82012. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RCE NO.: CE- 19393, GE -713 0Z `- $.� GE 713 EXP. DATE: 9 -30 -2013 Fxl° 9/30 /1.3 JOB #: TE -2644 TERRA TECHNOLOGY ENGINEERING, INC. P.O. BOX 301061, ESCONDIDO, CA 92030 (760)- 740 -0826 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT A&S, 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. SIGNATURE: DATE: SASAN NAKHSHAB NAKHSHAB DEVELOPMENT & DESIGN, INC. 1810 STATE STREET, SAN DIEGO, CA 92101 QpOFESg� (619)- 255 -7257 Q�LPN Nq �*4f RCE EXPIRES 3 -31 -2014 EARTHWORK DATA ` \ STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H : 1 V ybo �I A MAXIMUM VERTICAL DEPTH OF CUT = 1_5' y��YJ J0 �Lr MAXIMUM VERTICAL DEPTH OF FILL = CUT = 30 C.Y. FILL =5 C.Y. IMPORT = 0 C.Y. EXPORT = 25 C.Y. REMEDIAL = 220 C.Y. (1' REMOVAL AND RECOMPACTION UNDER AND OUTSIDE OF BUILDING AREAS) s_F�t BMP PROJECT STATUS LF.UCt-\Dlfl VftSkfV,1 M(_ DID• I PLANNING AND BUILDING I PARKS AND RECREATION L.wJ D art. SCALE SPECIAL DISTRICT APPROVAL UCJICiIVtU t Y: UFfAVVN BY: GHEGKEU BY: N SN 6N PLANS PREPARED UNDER SUPERVISION OF HORIZONTAL: 1" = 20' DATE: 8 -2 -2012 VERTICAL: 1" = 20' R.C.E. NO.: 44563 SASAN SHAB EXP.: 3-31-2014 4-z;-A- STANDARD OLIVENHAIN MUNICIPAL ENCINITAS FIRE DEPARTMENT I� SIGN DATE N DATE SIG D TE IGN DATE ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECOMMENDED: APPROVE GRADING PLAN FOR: lL/(JLJ . 3833 MEGAN LANE CHRISTIAN & LAURAN LAHAYE 11375 -SG MASIH MAHF- G G SHI S B/ 1.11 E- _04 . !� 264- 222 -05 -00 DATE DATE SHEET 1 OF 3 D EXIST a OPEN SPACE ®VEIL PARCEL 1, ADJACENT TO THIS LOT° PER DOC NO, 2002 - 0441160 RECORDED 5 -23-02 PARCEL 1 PM 14559 STORMWATER TREATMENT POST CONSTRUCTION BMP NOT TO ALTERED 'WITHOUT CITY PERMIT •- , C C rFnISLOrS of + a'. ` FZociF uiJEO SWa�E t` +++++.. $ 1 PARCEL 6o N I2"'E' 4 I. EASEMENT P, PgRCEL MAPI 14459 { H hi IN ADDITION TO MEGAN LANE THE TITLE DP REPORT LISTS 3 EASEMENT'S; (E) 6' -0" TALL • ' . • '' CHAINLINK FENCE WITH EXISTING PLASTIC RAILS; TOPOGRAPHY 1991 - LEUCADIA COUNTY WATER DISTRICT NOTE: �E) NATIVE 1995 - ROAD EASEMENT TO SCOTT + jILL TUCKER ,ts m VEGETATION TO REMAIN ��o 1996 - SDGE EASEMENT' 1C �RBED�URING roAU OON TION ® ��2xn €'tccrlFtGv€D rsrt L / WAw AS 4kw O \ ' ROCK LINED *SWALE - (�, StellnAMI�IC� T OOIr �� SE.PAPATE 1'F2 (E) STORM VRAIN 1 CITY CARLSBAD gtltl.�t�IG f Q.wtt'I". "0 Caa>sC�E \LINE -ro 51TE 9eA.tr1A GG- as S+ OW 4. :.rte as.p. PRO 3' -0" MASON CK • 54Av -Am% C% p 00, 1-0 Q f- LocATEP i 848 LO RETAI WAL („/y�49"E .1 _ CIO�A ft WAS rS461144. COUNTY* . POOL -%Q` C6e m5I A mgo TW 0 . OF SAN •. �L l ,t " CARPORD4(MAa DIEGO I / i 6sos.F. / �' c7A/NED °^ 0 PAroA ro StA/it 6F G0A/Sf'/Z0C_rrX I/ / PAD ELEV = +401.43 HT T, FT) N�o dR �XCITVI4T�V iV. i- f / z - DRAI D ED TO To ( O ,I`'TORA /N ; �,.3 ••0 T Ji v PROPOSED ll t ' • . T .I !it WALL BELOW / �r 7 l l t r, • 2" C 4,X8',DL TYP A'f t1of_4 t&AV OF - Aff I, RCL SEE E -7 / 4 14559 c7F' A�I� r Aj:;v1c p (v4) Si [ ) ALk- AM70K 1 rtb , / ` '� aJ __ „ •` a � • � �E -T��A c�flR�aE . NOTE: EXISTING SLOPES �Q k _�.a0tx6�fD ]' ARE FULLY VEGETATED y / x c I 'DRAIN C nuNEGTED TQ _ . \ �/ GETATION TO BE THINNED (E) 3° PVC PIPE STUBS 'O� �g t I F- 4 RIPE' 70 E EXISTING PROPOSED )_ I STORM DR'A7T1f SXIEM' ° AND MAINTAINED WITHIN 'aT� -�-� TOPOGRAPHY �- ROOF DRON /- ( CHAIN U / _; '� NCE WIT �-'1;- STIC RAIL 20' T 20 PAD + �� A. A SPOT ELEVATION 100• 7mts7� O � - "'� l a A A IRRIGATION SYSTEM FAILURE. >E t '/-' � 4 ,y, ROOF DRNN ym + i 1 4 *NOTE: EXISTING CERTIFIED PAD REQUIRES NO ALE TO REMAIN" BRUSH LINE CUTTING OR FILLING. EXCAVATION LIMITED TO WITH A MINIMUM STROKE OF INCHES. WHERE ACCESS IS BY MEANS OF A t STRUCTURAL FOOTINGS ONLY. PER TERA TECH CHAIN LINK FENCE WITH PLASTIC RAILS CHAIN LINK FENCE WITH PLASTIC RAILS t ROOF r ; " EXISTING PAD. , " . w rues wcH�clr%v zwc rwr uvr • . RralxrewJrs PER MONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE To To r- 7 - RESIDENCE COVERAGE DR IN GRA {" (E)STORM DRAIN N G GRATE ♦,I, DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC 7. LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS GROWTH. CARPORT COVERAGE 560 S. F. E)LIMI 7. HOMEOWNER SHALL FERTILIZE, PRUNE, WEED, AND MAINTAIN TURF AREAS. OF PAVI a NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO SHALL BE INSTALLED. 8. HOMEOWNER SHALL MAINTAIN LANDSCAPE TO AVOID OBSTRUCTION OF a D 3' WIDE P C RIB ON GARAGE COVERAGE 625 S. F. CCRO �TO )S MOTORISTS' VIEWS SEND ORMW TER a. _ { H hi IN ADDITION TO MEGAN LANE THE TITLE DP REPORT LISTS 3 EASEMENT'S; (E) 6' -0" TALL • ' . • '' CHAINLINK FENCE WITH EXISTING PLASTIC RAILS; TOPOGRAPHY 1991 - LEUCADIA COUNTY WATER DISTRICT NOTE: �E) NATIVE 1995 - ROAD EASEMENT TO SCOTT + jILL TUCKER ,ts m VEGETATION TO REMAIN ��o 1996 - SDGE EASEMENT' 1C �RBED�URING roAU OON TION ® ��2xn €'tccrlFtGv€D rsrt L / WAw AS 4kw O \ ' ROCK LINED *SWALE - (�, StellnAMI�IC� T OOIr �� SE.PAPATE 1'F2 (E) STORM VRAIN 1 CITY CARLSBAD gtltl.�t�IG f Q.wtt'I". "0 Caa>sC�E \LINE -ro 51TE 9eA.tr1A GG- as S+ OW 4. :.rte as.p. PRO 3' -0" MASON CK • 54Av -Am% C% p 00, 1-0 Q f- LocATEP i 848 LO RETAI WAL („/y�49"E .1 _ CIO�A ft WAS rS461144. COUNTY* . POOL -%Q` C6e m5I A mgo TW 0 . OF SAN •. �L l ,t " CARPORD4(MAa DIEGO I / i 6sos.F. / �' c7A/NED °^ 0 PAroA ro StA/it 6F G0A/Sf'/Z0C_rrX I/ / PAD ELEV = +401.43 HT T, FT) N�o dR �XCITVI4T�V iV. i- f / z - DRAI D ED TO To ( O ,I`'TORA /N ; �,.3 ••0 T Ji v PROPOSED ll t ' • . T .I !it WALL BELOW / �r 7 l l t r, • 2" C 4,X8',DL TYP A'f t1of_4 t&AV OF - Aff I, RCL SEE E -7 / 4 14559 c7F' A�I� r Aj:;v1c p (v4) Si [ ) ALk- AM70K 1 rtb , / ` '� aJ __ „ •` a � • � �E -T��A c�flR�aE . NOTE: EXISTING SLOPES �Q k _�.a0tx6�fD ]' ARE FULLY VEGETATED y / x c I 'DRAIN C nuNEGTED TQ _ . \ �/ GETATION TO BE THINNED (E) 3° PVC PIPE STUBS 'O� �g t I F- 4 RIPE' 70 E EXISTING PROPOSED )_ I STORM DR'A7T1f SXIEM' ° AND MAINTAINED WITHIN 'aT� -�-� TOPOGRAPHY �- ROOF DRON /- RESIDENCE 3787 S.F. / _; '� , �, - �-'1;- " (E) ASPHALT DRIVEWAY FIR 0 0 0 ST D - F HOME. / PAD �` I 77 --. �� -' SPOT ELEVATION 100• 7mts7� SPOT ELEVATION "'� l ELEV = +401.99 IRRIGATION SYSTEM FAILURE. r '/-' HORIZONTAL: 1" = 20' VERTICAL: 1" = 20' _(E) VEGETATED = ,y, ROOF DRNN EXISTING CONTOUR ii ^j�,�/ ♦k ,,`t / R i -` 1 Z *NOTE: EXISTING CERTIFIED PAD REQUIRES NO ALE TO REMAIN" BRUSH LINE CUTTING OR FILLING. EXCAVATION LIMITED TO WITH A MINIMUM STROKE OF INCHES. WHERE ACCESS IS BY MEANS OF A 3. HOMEOWNER SHALL MAINTAIN AND REPAIR IRRIGATION SYSTEM AND ITS STRUCTURAL FOOTINGS ONLY. PER TERA TECH CHAIN LINK FENCE WITH PLASTIC RAILS CHAIN LINK FENCE WITH PLASTIC RAILS i im .__ ROOF r ; " EXISTING PAD. , " . w rues wcH�clr%v zwc rwr uvr • . RralxrewJrs PER MONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE 4. HOMEOWNER SHALL ERADICATE INVASIVE PLANT SPECIES. r- 7 - RESIDENCE COVERAGE .T'.,��r r ,= 4. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING STRUCTURE. SH OF CITY OF ENCINIT O WING 7967 -G POST'CONS -" b' HEADWALL BMP SWALE NO7 PROPOSED �EE DETAIL L -O .CITY PERMIT W /O UT :i�� ,' 1' `fir i 6 59FE ••• A 7 rt LEV EXISTING 4U . ".'• ` .' ' +Y.`.'.. , . -� ��c WG ° + ' TOPOGRAPHY -. IH L (E)EXPOSED DIRT TRENCH TO BE .t C� RESURFACED PER CITY OF ENCINITAS TRENCH RESURF STANDARD 1� «fA,A*vr 4otA tto� t'kR I vJDr'U (!f) SEWER I-MAIN PER 7967 -6 I EXTEND WATER SERVICE FROM' DUSTY TRAIL PER O.M.WD. REQUIREMENTS PER CITY OF ENCINITAS DRAWING 7967 -G 'GRADING PLAN SCALE 111 = 20' -011 INSTALL VEGETATED SWALE PER DETAIL .9.�fo ' 6 .•� .F J •. T S EYARD SETBA �.......... PRQeE LI ACCESS ROADS SHALL BE DESIGNE6,AND PARCEL 3 MAINTAINED TO SUPPORT THE IMPOSED (E) 6' -0" TALL LOADS OF NOT LESS THAN 75,000 POUNDS. CHAINLINK FENCE �WITH THIS INCLUDES BOTH ASPHAULT DRIVEWAY PLASTIC RAILS AND PAVERS \ GRADING PLAN LEGEND ROCK LINED SWALE DETAIL -3 JLAR RIVER ROCK DEPTH VEGETATED SWALE DETAIL -C� SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. 5' MIN. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MA Y ALSO BE PLANTED ON SIDE SLOPES. TURF REINFORCEMENT MAT winkm 6" MIN. ENGINEERED SOIL 18" MIN 2" 3/8" GRAVEL 6" 3/4" CRUSHED ROCK 24" MIN -'ENGINEERED SOIL °LAYER SHALL BE MINIMUM 6" DEEP SANDY LOAM °SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -609. SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 25% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERMCES. NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION, TYP. BERM DETAIL @ TOP OF SLOPE -© TOP OF SLOPE 1' -0" MIN. 0 27 `' SLOPE PER PLAN NOTE: ALSO REFER TO DS10 FOR FURTHER DETAILS DETAIL'A' 6" HEADWALL (N.T.S) - OD 1 1 _ � a• eA. CO b- d n r- n• SECTION ELEVATION NOTE: i CONCRETE SHALL BE 332 O/M - C -22Mpa (560 -C -3250) EXPOSED CORNERS SHALL BE CHAMFERED J" N45*4545'W DIRECTION OF FLOW DIRECTION OF FLOW VEGETATED SWALE ROCK LINED VEGETATED SEE DETAIL B SWALE SEE DETAIL A O O APPROVED PROPERTY LINE PROPERTY LINE " (E) ASPHALT DRIVEWAY STREET CENTERLINE C STREET CENTERLINE POST CONSTRUCTION BMP NOT TO �,, 1. BUILDING PAD SLOPES LESS THAN 10% 6 NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BE ALTERED W /OUT CITY APPROVAL SPOT ELEVATION 100• 7mts7� SPOT ELEVATION 46,609.20 S. F. �_ IRRIGATION SYSTEM FAILURE. (N) PERMEABLE SURFACE D.G. AND 3/4" DESCRIPTION: 2.5" City of Enc. Brass Disc. LOCATION: 190 ft Southerly of Int of Ranch Rd and Rainy Court RECORD FROM: City of Encinitas Pt. No. 1006 ELEVATION: 320.695 DATUM: NAVD88 HORIZONTAL: 1" = 20' VERTICAL: 1" = 20' GRAVEL MIXTURE DRIVEWAY EXISTING CONTOUR - -- . -. EXISTING CONTOUR GRADING PLAN FOR: 3833 MEGAN LANE CHRISTIAN & LAURAN LAHAYE 264- 222 -05 -00 _ LEAST 12 INCHES BELOW THE SURFACE OF THE GROUND UNDER THE STRUCTURE. FRONTING THE PROPERTY. THESE NUMBERS SHALL BE A MINIMUM OF 4" HIGH *NOTE: EXISTING CERTIFIED PAD REQUIRES NO BRUSH LINE ............................. BRUSH LINE CUTTING OR FILLING. EXCAVATION LIMITED TO WITH A MINIMUM STROKE OF INCHES. WHERE ACCESS IS BY MEANS OF A 3. HOMEOWNER SHALL MAINTAIN AND REPAIR IRRIGATION SYSTEM AND ITS STRUCTURAL FOOTINGS ONLY. PER TERA TECH CHAIN LINK FENCE WITH PLASTIC RAILS CHAIN LINK FENCE WITH PLASTIC RAILS CONTRACTOR TO PROVIDE 12" SCARIFICATION TO SETBACK LINE - - - - SETBACK LINE EXISTING PAD. *NOTE: ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND, TO BE VERIFIED PRIOR TO FINAL INSPECTION *NOTE: SEE ORIGINAL GRADING PERMIT #PM14459,7967 -G &PRECISE GRADING PLAN (ATTACHED TO THIS SET) FOR ADDITIONAL SITE INFORMATION DIRECTION OF FLOW DIRECTION OF FLOW VEGETATED SWALE ROCK LINED VEGETATED SEE DETAIL B SWALE SEE DETAIL A O O APPROVED DATE BENCHMARK GRADING PLAN GENERAL NOTES BEST LANDSCAPE PRACTICES SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS 1. BUILDING PAD SLOPES LESS THAN 10% 6 NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, 1. HOMEOWNER SHALL ROUTINELY INSPECT LANDSCAPE TO DETECT PLANT OR DRAWING NO. GROSS AREA 46,609.20 S. F. BUILDING NUMBERS, OR APPROVED BUILDING IDENTIFICATION PLACED IN A IRRIGATION SYSTEM FAILURE. q DESCRIPTION: 2.5" City of Enc. Brass Disc. LOCATION: 190 ft Southerly of Int of Ranch Rd and Rainy Court RECORD FROM: City of Encinitas Pt. No. 1006 ELEVATION: 320.695 DATUM: NAVD88 HORIZONTAL: 1" = 20' VERTICAL: 1" = 20' 2. ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF AT POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD 2 HOMEOWNER SHALL REMOVE AND REPLACE DEAD, DYING AND DISEASED NET LOT AREA GRADING PLAN FOR: 3833 MEGAN LANE CHRISTIAN & LAURAN LAHAYE 264- 222 -05 -00 11375 -SG LEAST 12 INCHES BELOW THE SURFACE OF THE GROUND UNDER THE STRUCTURE. FRONTING THE PROPERTY. THESE NUMBERS SHALL BE A MINIMUM OF 4" HIGH VEGETATION. = GROSS AREA - RIGHT OF WAY EASEMENT 43,560.00 S. F. WITH A MINIMUM STROKE OF INCHES. WHERE ACCESS IS BY MEANS OF A 3. HOMEOWNER SHALL MAINTAIN AND REPAIR IRRIGATION SYSTEM AND ITS .5 3. PLANNING BASED ON CH 30.16 RESIDENTIAL ZONES. PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A COMPONENTS. 3,787 S. F. MONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE 4. HOMEOWNER SHALL ERADICATE INVASIVE PLANT SPECIES. RESIDENCE COVERAGE 4. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING STRUCTURE. 5. HOMEOWNER SHALL REPLENISH MULCH. 6. HOMEOWNER SHALL MAINTAIN SOIL TO SUPPORT AND MAINTAIN HEALTHY PLANT DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC 7. LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS GROWTH. CARPORT COVERAGE 560 S. F. RIGHT -OF -WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK SHOWN ON APPROVED FIRE SPRINKLER PLANS. A MINIMUM 1 INCH WATER METER 7. HOMEOWNER SHALL FERTILIZE, PRUNE, WEED, AND MAINTAIN TURF AREAS. NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO SHALL BE INSTALLED. 8. HOMEOWNER SHALL MAINTAIN LANDSCAPE TO AVOID OBSTRUCTION OF GARAGE COVERAGE 625 S. F. KNOW WHERE HIS /HER PROPERTY LINE IS. 8. A FIRE UNDERGROUND FLUSH CERTIFICATION SHALL BE REQUIRED AT FINAL MOTORISTS' VIEWS 5. A HYDRO INSPECTION OF THE FIRE SPRINKLER SYSTEM IS REQUIRED PRIOR TO INSPECTION. 9. HOMEOWNER SHALL ENSURE THAT WHEN VEGETATION IS REPLACED, FRAME INSPECTION. ONLY THE NEW PIPING SHALL BE TESTED. REPLACEMENT PLANTINGS ARE TYPICAL OF THE WATER USE REQUIREMENTS OF THE TOTAL BUILDING COVERAGE 4,972 S. F. 9. LANDSCAPE IRRIGATION WATER USE SHALL HAVE WEATHER BASED PLANTS REMOVED. CONTROLLERS PER CGC 4.304.1. 10. HOMEOWNER SHALL AVOID OVERSPRAY OF PLANTER AREAS. GREEN BUILDING STANDARDS NOTES 1. THE SITE SHALL BE DEVELOPED TO KEEP SURFACE WATER AWAY FROM BUILDINGS, PER CGC 101.3 2. A MINIMUM OF 50% OF CONSTRUCTION WASTE IS TO BE RECYCLED. PER CGC 4.408.1. 3. BUILDER IS TO PROVIDE AN OPERATION MANUAL (CONTAINING INFORMATION FOR MAINTAINING APPLIANCES, ETC) FOR THE OWNER AT THE TIME OF FINAL INSPECTION. PER CGC 4.503.1. 4. DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED, AND MECHANICAL EQUIPMENT IS TO BE COVERED. PER CGC 4.504.1 5. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION 4.504.3 AN TABLES 4.504.1, 4.504.2, 4.504.3, AND 4.504.5 FOR: ADHESIVES, PAINTS AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCTS. 6. GAS FIREPLACES SHALL BE DIRECT VENT. WOODSTOVE OR PELLET STOVES MUST BE US EPA PHASE II RATED APPLIANCES. CGC 4.503.1 7. BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY TO THE OUTSIDE AND CONTROLLED BY A HUMIDISTAT. PER CGC 4.506.1. 8. IF PROVIDED, WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF. THE COVERS OF LOUVERS SHALL HAVE MIN R4.2 INSULATION. PER CGC 5.507.1 9. HEATING AND AC SHALL BE SIZED AND SELECTED BY ACCA MANUAL J OR ASHRAE HANDBOOK OR EQUIVALENT. THE DUCT SIZING SHALL BE SIZED IN ACCORDANCE WITH ONE OF THE ACCA METHODS LISTED IN CGC SECTION 4.507.2. DIN LICENSED CONTRACTOR, ARCHITECT OR 10. PRIOR TO FINAL APPROVAL OF THE BUILDING THE ED CO C S ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE GREEN BUILDING STANDARDS CERTIFICATION FORM AND GIVE IT TO THE BUILDING DEPARTMENT OFFICIAL TO BE FILED WITH THE APPROVED PLANS. LOT COVERAGE CALCULATIONS RESIDENCE PROPOSED NEW RESIDENCE = 3,787 S.F. LOT SIZE = 46,609.20 S.F. LOT COVERAGE =.08 CARPORT PROPOSED NEW ATTACHED CARPORT = 560 S.F. LOT SIZE = 46,609.20 S.F. LOT COVERAGE =.012 GARAGE PROPOSED NEW DETACHED GARAGE = 625 S.F. LOT SIZE = 46,609.20 S.F. LOT COVERAGE =.013 TOTALS TOTAL S.F. = 4,972 S.F. LOT SIZE = 46,609.20 NET LOT AREA = 43,560 4,972 S.F.143,560 S.F. =.114 = 11.4% ALLOWABLE LOT COVERAGE. = 35% .114<.35 PROPOSED SQUARE FOOTAGE IS WITHIN THE ALLOWABLE LOT COVERAGE NEW IMPERVIOUS SURFACES CALCULATIONS PROPOSED NEW RESIDENCE = 3,787 S.F. PROPOSED NEW ATTACHED CARPORT = 560 S.F. PROPOSED NEW DETACHED GARAGE = 625 S.F. PROPOSED PAVERS = 5,000 S.F. TOTAL NEW IMPERVIOUS SURFACE AREA = 9,972 S.F. DRAINAGE NOTES 1. ALL MAIN DRAIN LINES SHOWN TO BE 4" PVC @ 2% MIN. SLOPE UNLESS OTHERWISE NOTED. 2. ALL CATCH BASIN LEADS TO BE 4" PVC @ 1% MINIMUM SLOPE UNLESS OTHERWISE NOTED. 3. HARDSCAPE GRADES TO BE 1% MINIMUM TO DRAINS AND AWAY FROM STRUCTURE. 4. SOFTSCAPE GRADES TO BE 2 % MINIMUM TO DRAINS (1% WHERE FLOW IS CONCENTRATED) AND 2% MINIMUM AWAY FROM STRUCTURE. 5. SOIL COVER ABOVE DRAIN LINES SHALL BE 12" MINIMUM UNLESS OTHERWISE NOTED. NOTIFY CIVIL ENGINEER IF ANY NON - DRAINING SUMP CONDITIONS BECOME APPARENT DURING CONSTRUCTION. STANDARD EARTHWORK NOTES TOP 12" OF (E) CERTIFIED PAD TO BE SCARIFIED AND RECOMPACTED PER TERA TECH RECOMMENDATION. NO GRADING PERMIT REQUIRED. PERVIOUS HARDSCAPE DETAIL - OE DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL 4'.8'x6" CONCRETE PAVER '-(E) SOIL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. SeedQv .tea q DESCRIPTION: 2.5" City of Enc. Brass Disc. LOCATION: 190 ft Southerly of Int of Ranch Rd and Rainy Court RECORD FROM: City of Encinitas Pt. No. 1006 ELEVATION: 320.695 DATUM: NAVD88 HORIZONTAL: 1" = 20' VERTICAL: 1" = 20' PLANS PREPARED UNDER SUPERVISION OF DATE: 8 -2 -2012 R.C.E. NO.: 44563 SASAN NAKHSHAB EXP.: 3 -31 -2014 RECOMMENDED APPROV MASIH MaHER GREG S DS Sl LIZ- Z $9 • (D • I DATE DATE GRADING PLAN FOR: 3833 MEGAN LANE CHRISTIAN & LAURAN LAHAYE 264- 222 -05 -00 11375 -SG A 0 Poo 0 L • .l SHEET 2 OF 3 EXIST e OPEd9 SPA C ® U ER PARCEL 19 ADJACENT TO THIS LOT" PER DOC: NO. 2002-0441160 RECORDED 63 -02 �v T PARCEL 1 PM 14559 .,STORMW47ER TREATMENT POST QONSTRUCT1oN BMP NOT TO ALTERED - WITHOUT CITY PERMIT PARCEL 1 ATE R0AO PER PARCEL 114459 a I vv_ 1 MATERIAL DELIVERY AND STORAGE . (N) PERMEABLE SURFACE D.G. AND 3/4" GRAVEL MIXTURE DRIVEWAY HAI N LINK like into the stormwater conveyance system or any receiving water. Contractor shall post a sign designating the washout location. CE WTH t___ TIC RAILS 20' 20' N771 SOLID WASTE MANAGEMENT a IA corrugated steel panels /plates. u VVM -S 0 .......................... BRUSH LINE _w in A 1 — 201.011 F '-I SILT FENCE — SF_ SF_ L L LZ DIRECTION OF FLOW SF_ containment for all fuel stored on -site. N rn FR-5 �m I VEGETATED SWALE ROCK LINED VEGETATED 4 SEE DETAIL ON SHT SWALE SEE DETAIL ON SHT (E STORM DR IN GRATE (E)STORM DRAIN GRATE a i o I 'o a I PROPOSED 3' WIDE GUTTER (PER G -13) DRIVEWAY TO SEND TO INLET g " R INED SWALE RAIN RM T RUN INTO (E) : ;^ GRATES ORM DRAINS TYP. 30-0 SETBACK FgOM EDGE OF EASEMENT " 7 BIRMr AT, TOP Of SL©PE SEE DETi TOP,,OF SLOPE Pd RD SETBACK (E) 7PVC PIP E STUBS / ROOF DR IN r N IN ADDITION TO MEGAN LANE THE TITLE REPORT LISTS 3 EASEMENTS; (E) 6' -0" TALL $ EXISTING T7 *'u� WATER �-v PLASTIC FENCE WITH TOPOGRAPHY 1991 ° LEUC'ADIA COUNTY N'0%ATvtle+R DISTRICT PLASTIC RAILS � • ' � are . • • NOTE (E) NATIVE q 1993 - ROAD EASEMENT TO SCOTT MILL TUCKER a VEGETATION T9 REMAIN �0 1996 - SDGE EASEMENT ~ RBED DURING ASP WAIL � \ CON CTION \ ROCK LINED *SWALE \� TD (E) STORM DRAIN CITY OF %o> • CARLSBAD '$y \ kae, 13� • • LINE p >` �_ _ ��• 'MASO ED' • • . MAP 84® LOT 6 •� .�� RETAINI WALL _ l COUNTY• RV 405.00 OF SAN WPRED / AflMAX. DIEGO (MAX. o� 1 l / AINEP / PAD ELEV = +401.43 % HT rFT, loo •'� OT •.� 'OCONNECTED TO / / 4 PI T0. (E) ,,,SiORMIN SYSTEM . •O T PROPOSED WALL BELOWI I ResloeNCe f FIRST 50'-0" OF HOME 3787 S.F. �.... ./ �►rT; PAD ELEV = +401.99 _ 7�� k\— (E) VEGETATED TO REMAIN DR„N RDDF � ,{y�� ., r' i +' ._. i �� `Wr`f8 Xi8". CAT so'N¢imx rbt[D[vr FEOwlrtw[MS• WIN PER SH: F CITY OF • , ARE FULLY VEGE1,41ITED - tiI rye F a " GETATION JO BE HINNEDII +' F t AA!D MAINTAINED kITHIN i POST CONS 6" HEADWALL "BMP. SWALE NOT TO lttkiT 30' -D Of (HOME SEE DETAIL �D �BE ALTERED WIOU `-(E)LIM! a i .(_ TYPICAL CRY PERMIT OF PA �-. , ..'.'. '9....'' ,, •J>t07£ �AAX DRI1tiW.AY�$t'OR� B SI K E SEWER LATERAL PE CITY (E) ASPHALT DRIVEWAY OF ENCINITAS DRAWING 7967- (E)EXPOSED DIRT TRENCH TO BE INSTALL VEGETATED RESURFACED PER CITY OF ENCINITAS SWALE PER DETAIL TRENCH RESURF. STANDARD (E) SEWER AIN PER 7967 -6 EXTEND WATER SERVICE FROM DUSTY TRAIL PER O.M.WD. REQUIREMENTS PER CITY OF ENCINITAS DRAWING 7967 -G ENCINIT DRAWING 7967 -G PROPOSED ...._.- _.I .. F GARAGE 625 S.F. '�.. EXISTING...... PAD ELEV = +402 TOPOGRAPHY .... s a r S EYARD SETBA - - -, . 'x ... ..........................� n ssl �O ACCESS ROADS SHALL BE DESIGNED AND PARCEL 3 MAINTAINED TO :SUPPORT THE IMPOSED (E) 6'-0" FALL \ LOADS OF NOT LESS THAN 75,000 POUNDS. CHA/NLINK FENCE�WTH THIS INCLUDES BOTH ASPHAULT DRIVEWAY PLASTIC RAILS \ AND PAVERS ENGINEERING NOTES Right of Way Note Owner is to obtain a construction permit from the Engineering Department at least 48 hours prior to working in the public right of way. Failure to do so will result in an issuance of a stop work notice and double permit fees. It is the responsibility of the owner to know the location of the property line is. Utility Note All utilities serving this site shall be installed underground. 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. Construction Best Management Practices (BMP) Note Erosion control measures (e.g. bonded fiber matrix, vegetative cover, jute matting) must be implemented where applicable to prevent soil erosion on site. Sediment control measures (e.g. silt fencing, fiber rolls, detention basins) 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). Post - Construction Best Management Practices (BMP) Note 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. BMP measures shall be identified on the site plan. Most common measures are designated turf areas, which receive roof drains and runoff from impervious areas. Turf and landscaped areas that are designed for BMP's shall be delineated on plans and a note placed on plans prohibiting modification or removal of the BMP landscape areas without a City permit. Total Area of New Impervious Surfaces = 9,972 S.F BMP Checklist Notes On -Site Storm Drain Inlets 1. Permanent Controls - Mark all inlets with the words "No Dumping! Drains to Ocean" or similar. a. Maintain and periodically repaint or replace inlet markings b. Provide Stormwater Pollution Prevention information to new site owners, lessees, or operators. c. See applicable operational BMPs in Fact Sheet SC -44, "Drainage System maintenance," in the CASQA Stormwater Quality Handbooks at www.cabmphandbooks.com Potential Sources of Pollutants 1. Condensate Drain Lines a. Condensate Drain lines may discharge to landscaped areas if the flow is small enough that runoff will not occur. Condensate drain lines may not discharge to the storm drain system. 2. Roofing, Gutters, and Trim a. Avoid Roofing, Gutters, and trim made of copper or other unprotected metals that my leach into runoff. BMP PLAN LEGEND CHANGE NO.1 DESCRIPTION STORM WATER POLLUTION CONTROL BMP NOTES THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE ENCINITAS STORMWATER MANUAL. THE ENCINITAS STORMWATER MANUAL MEETS STATE - MANDATED REQUIREMENT ESTBALISHED BY REGIONAL WATER QUALITY CONTROL BOARD ORDER NO R9- 2007 -001 (SAN DIEGO REGION MUNICIPAL STORMWATER PERMIT) Concrete Washout • 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 vv_ 1 MATERIAL DELIVERY AND STORAGE . (N) PERMEABLE SURFACE D.G. AND 3/4" GRAVEL MIXTURE DRIVEWAY • Contractor shall be responsible for properly disposing of all waste and unused construction materials. Dumping of unused or waste products like into the stormwater conveyance system or any receiving water. Contractor shall post a sign designating the washout location. VVM -4 SPILL PREVENTION AND CONTROL VEGETATED SWALE WITH UNDERDRAIN BMPLAN • No seepage from dumpsters shall be discharged into stormwater. Berms /dikes shall be placed around dumpsters to divert the natural storm N771 SOLID WASTE MANAGEMENT f (E) ASPHALT DRIVEWAY corrugated steel panels /plates. 11 VVM -S CONCRETE WASTE MANAGEMENT .......................... BRUSH LINE SCALE 1 — 201.011 SF7 SILT FENCE — SF_ SF_ L L LZ DIRECTION OF FLOW SF_ containment for all fuel stored on -site. disposal of hazardous material, call the Hazardous Waste Hotline toll free at (800) 714 -1195. For information on landfills and to order FR-5 FIBERROLLS — FR_FR_FR_ VEGETATED SWALE ROCK LINED VEGETATED 4 SEE DETAIL ON SHT SWALE SEE DETAIL ON SHT • Erosion control must be provided for all erosive surfaces. Sloped surfaces especially shall be protected against erosion by installing erosion resistant surfaces such as 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 SC -6 GRAVEL BAGS times. CHANGE NO.1 DESCRIPTION STORM WATER POLLUTION CONTROL BMP NOTES THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE ENCINITAS STORMWATER MANUAL. THE ENCINITAS STORMWATER MANUAL MEETS STATE - MANDATED REQUIREMENT ESTBALISHED BY REGIONAL WATER QUALITY CONTROL BOARD ORDER NO R9- 2007 -001 (SAN DIEGO REGION MUNICIPAL STORMWATER PERMIT) Concrete Washout • 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 Waste Management • 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 unnecessarily; they help decrease erosion. • Contractor shall be responsible for properly disposing of all waste and unused construction materials. Dumping of unused or waste products like into the stormwater conveyance system or any receiving water. Contractor shall post a sign designating the washout location. • 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 on the ground, where water can carry them into the conveyance system is strictly prohibited. Construction Site Access grasses to shield and bind the soil. • No seepage from dumpsters shall be discharged into stormwater. Berms /dikes shall be placed around dumpsters to divert the natural storm • A stabilized construction site access shall be provided for vehicles egress and ingress to prevent tracking dirt off site. This shall include using material such as gravel and/or . Plant permanent vegetation as soon as possible, once excavation and grading activities are complete. runoff. Dumpsters shall be checked frequently for leaks. Dumpster lids shall remain closed at all times. Dumpsters without lids shall be placed corrugated steel panels /plates. • Water usage for dust control shall be minimized. within structures with impervious roofing or covered with tarps in order to avoid rain contact with any trash material. Construction Vehicles On -site Construction Material Storage • Many construction materials, including solvents, water -based paints, vehicle fluids, broken asphalt and concrete, wood, and cleared vegetation • A specific area away from gutters and stormdrain shall be designated for construction vehicles parking, vehicle refueling, and routine equipment maintenance. All major repairs • Stored materials shall be contained in a secure lace to prevent seepage andspillage. Contractor shall store these products where the will stay out of the rain. Contractor shall provide second P P p Y Y th'Y P azS' can be recycled. Non - recyclable materials must be taken to an appropriate landfill or disposed of as hazardous waste. For information on shall be made off -site. containment for all fuel stored on -site. disposal of hazardous material, call the Hazardous Waste Hotline toll free at (800) 714 -1195. For information on landfills and to order Erosion Control • 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 P p p P Y P g p p Y dumpsters call EDCO at (760) 436 -4151. • Erosion control must be provided for all erosive surfaces. Sloped surfaces especially shall be protected against erosion by installing erosion resistant surfaces such as 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 • Pollutants shall be kept off exposed surfaces. Place trash cans and recycling receptacles around the site. erosion control mats, adequate ground cover vegetation, and bonded fiber matrix. times. • Portable toilets must be in good working order and checked frequently for leaks. Contractor shall provide secondary containment and locate • No excavation and grading activities are allowed during wet weather. Training g ortable toilets away from stormdrain inlets on pervious surfaces. • Diversion dikes shall be constructed to channel runoff around the construction site. Contractor shall protect channels against erosion using permanent and temporary erosion • Contractors' employees who perform construction in the City of Encinitas shall be trained to be familiar with the City of Encinitas stormwater pollution control requirements. These BMP notes shall be • All construction debris shall be kept away from the street, gutter, and stormdrain. Contractor must routinely check and clean up material that control measures. available to everyone working on site. The property owner(s) and the prime contractor must inform subcontractors about stonnwater requirements and then own responsibilities may have traveled away from construction site APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" City of Enc. Brass Disc. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE : APPROVED: GRADING PLAN FOR: 3833 MEGAN LANE LOCATION: 190 ft Southerly of Ind of Ranch Rd and HORIZONTAL: 1" = 20' DATE: 8 -2 -2012 CHRISTIAN & LAURAN LAHAYE �± 11375 -SG Rainy Court - RECORD FROM: City of Encinitas Pt. No. 1006 VERTICAL: 1 20' " = RC.E. NO.: 44563 . MASH MAHER REG S LDS 264- 222 -05 -00 ELEVATION: 320.695 DATUM: NAVD88 SASAN NAKHSHAB EXP.: 3 -31 -2014 0/1 / IL g- • 1 Z DATE DATE SHEET 3 OF 3