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2018-13854 G (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 CONSTRUC77ON 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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP 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. 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVES77GATION & FOUNDATION RECOMMENDA7IONS DATE.• °I f�t� PROPOSED NEW RESIDENCE" PREPARED BY ENGINEERING DESIGN GROUP DATED JUNE 22, 2016, PROJECT NO. 7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS 165617 -1, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICA7IONS CONTAINED IN SAID REPORT. DRAWN BY: REMEDIAL = 620 C.Y. ( 260 REMOVAL AND 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST J. SEPARATE APPROVALS AND PERM17S FOR ANY C0NS7RUC77ON WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, SHALL BE REQUIRED IN CONJUNC770N WITH IMPROVEMENT PLANS NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL ARE CORRECT PRIOR TO COMMENCEMENT OF WORK, BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU77ONS REQUIRED TO PROTECT ADJACENT PROPERTIES AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON COND177ON EXISTING PRIOR TO GRADING. FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN OFF -SITE IMPERVIOUS AREA PRIOR TO CONSTURCTION; 640 SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR SOFT DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SQFT SURVEYOR. SAW 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND- MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND ��-- SAN DIEGUITO WATER DISTRICT. SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, - -- LAWS AND REGULA77ONS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (712) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY NA SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7 :30 A.M. NOR ON SATURDAYS, SUNDAYS 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE AND CITY RECOGNIZED HOLIDAYS. ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 9. NO GRADING OPERA7ONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONS17F WITH THE FOLLOWING PEOPLE PRESENT- CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR AND PERMITTEE. THE PRE - CONSTRUCTION MEE77NG SHALL BE SCHEDULED KITH THE CITY AT LEAST 48 HOURS IN PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET ADVANCE BY CALLING (760) 633 -2770. OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO''. ANY PROPOSED CONSTRUCTION SITE WITHIN 77415 JK PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERA 770N. AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. 1t. UPON FINAL COMPLETION OF 774E WORK UNDER 774E GRADING PERMIT, BUT PRIOR TO FINAL GRADING IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE APPROVAL ANDIOR FINAL RELEASE OF SECURITY, AN "AS GRADED CER77FICA77ON" SHALL BE PROVIDED STATING: OWNER'S EXPENSE. "THE GRADING UNDER PERMIT NO. 13854 -G HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE WITH THE 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. APPROVED GRADING PLAN OR AS SHOWN ON 7HE .ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIREC7ON HE SHALL INSPECT AND TEST THE EXCAVATON PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERA TONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE EMBANKMENTS AND EXCAVA77ONS ARE ACCEPTABLE FOR THEIR INTENDED USE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 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 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. FRESHLY GRADED AREAS UN77L SUCH 77ME 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 'Al ACCORDANCE 1177! STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MA7FRIAL 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 EXCAVA77ON AND EMBANKMENTS SHALL BE SHAPED, PLANTED, _AND 7RIMMED 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 07HERWISE 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 LOCA77ON 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, EXCA VA 770N, 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 PROJEC77ON 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 774E 7REE REMOVAL, EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG TODOROV AT (858) 864 -8545, 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. 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. SEWER - CARDIFF SANITARY DIVISION - 760 - 633 -2770 B. GAS & ELECTRIC - SDGE - (760) - 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT - 1- 800 -227 -2600 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. SI STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TG 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. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = N /A, NO NATURAL SLOPES ON SITE MAXIMUM VERTICAL DEPTH OF CUT = 15 FT DATE.• °I f�t� MAXIMUM VERTICAL DEPTH OF FILL = 0 FT -- STEVEN B. NORRIS CUT = 300 C.Y. FILL = 0 C.Y. DESIGNED EXPORT = 300 C.Y. DRAWN BY: REMEDIAL = 620 C.Y. ( 260 REMOVAL AND RECOMPACTION UNDER AND 360 OUTSIDE OF BUILDING AREAS) CITY OF ENCINITAS * ESTIMATE DOES NOT INCLUDE 'STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM 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. DISTURBED AREA: 7.531 SOFT 2121 MON REL ROAD IMPERVIOUS AREAS 8 ;r ON -SITE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3.043 SOFT OFF -SITE IMPERVIOUS AREA PRIOR TO CONSTURCTION; 640 SOFT ON -SITE IMPERVIOUS AREA AFTER CONSTRUCTION: 3.260 SOFT OFF -SITE IMPERVIOUS AREA AFTER CONSTRUCTION: 460 SQFT INCREASE IN IMPERVIOUS AREA: 37 SOFT IMPERVIOUS AREA REPLACED: 3.683 SQFT ZONING REQUIREMENTS R -11 (RESIDENTIAL - 11) 0WNERIPERMI TTEE GREG TODOROV & HOLLIS FULLER 1668 FREDA LANE CARDIFF BY THE SEA, CA, 92007 (858)864 -8545 SITE ADDRESS A.P.N. : 2494 NEWPORT AVENUE CARDIFF BY THE SEA, CA 261 - 101 -15 -00 LEGAL DESCRIPTION LOTS 23 AND 24 IN BLOCK 6 OF CARDIFF, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO, 1298, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 14,1910. TOPOGRAPHY PASCO LARET SUITER & ASSOCIATES PH 619 -259 -8212 DATE OF SURVEY: JUNE 6, 2016' OWNER'S CERTIFICATE VICINITY MAP NTS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION STABILITY OF THE SITE. 1 (WE) HEREBY AGREE TO- INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE 7HEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTA77VES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNA SIGNA DATE: 1 -/6-(& DA TE: 01 I fi l 8 SOILS ENGINEER'S CERTIFICATE I, ERIN E. R1ST 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 S17E WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 22, 2016 AND FOR AN UPDATE ON JULY 16, 2018. 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 ADING PLANS AND CER77FY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR 774 PRO T # EEN INCORPORATED IN THE GRADING PLANS AND SPECIFIC47lT/ SIGNED: =- ---- - - - - -.. - DA 7E TER1E JK[Sk " ` DATE.• °I f�t� a aQ75 -- STEVEN B. NORRIS - -- DESIGNED BY: DRAWN BY: CHECKED BY RCE 65122 GE NO.: 2590 CITY OF ENCINITAS EXP. DA x,9 EXP. DATE k�-1....w. JOB #• 165617 -1 JOB #• 165617 -1s T '4 , ENGINEERING DESIGN GROUP '? 2121 MON REL ROAD 518/20 8 ;r SAN MARCOS, CA, 92069 INT. DATE PROJECT NO. 165617 -1 PHONE. • 760 - 839 -7302 REC MENDS S- AP "OV D : JES OWENS CHRISTOP R L. M DO / CITY ENGI EER �S�t 8 �� 8 GATE DATE "` 1 a r P STATEMENT OF ENGINEER OF WORK' s THE UNDERSIGNED ENGINEER AGREES THAT 774E WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE W17H THE RULES AND REGULA77ONS 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 EN77TY FOR 774E 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 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 PERF=B�,PIEYGM�EER. SIGNATURE: �- DATE: BRIA : ARDOLINO RCE No. 71651 QRp ESSION PASCO LARGT SUITER & ASSOCIATES AEL 9ql 535 N. COAST HIGHWAY 101 F p< SOLANA BEACH CA, 92074 RCE EXPIRES 12 -31 -19 w m No. 71651 Exp. 12/31 /19 PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION V DATE CIVi\� I BMP PROJECT STATUS 1 STANDARD 3 CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK = AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BMA BMA BMA D IN E & BMP REV. O 518/20 DESCRIPTION: CONTROL POINT ICA .c� LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD SRiA M. ARDOLINO DATE 141 WESTERLY OF LEFT TURN ISLAND GORE NOSE Steven Wo wak 6 -17-20 RECORD FROM: ROS 18416 SR. ENGINEER DATE ELEVATION: 320.417 DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: �' ib- }$ R.C.E. NO.: 71651 B N M. AR OLINO EXP.: 12 -31 -19 REC MENDS S- AP "OV D : JES OWENS CHRISTOP R L. M DO / CITY ENGI EER �S�t 8 �� 8 GATE DATE GRADING PLAN FOR: 2494 NEWPORT AVENUE GREG TODOROV & HOLL'IS FULLER APN ; 261-101-15 PLANNING CASE NO: 16 -290 CDPIPMW 13854 -G SAW 6-17-20 PUBLIC WORKS NA - -- PLANNING NA - -- REVIEWER JQO Tv /1 INSPECTOR JK Lvl1f SHEET 1 OF 3 PLSA 2551 14 in ti U >.-o w� 0 c`�a 10 2: I - I-- cl caw Oohco CO a�cOn LEGEND +"++ PROPERTY LINE ---- -- -- ---- -- CENTER LINE -- -V---- - -- EXISTING WATER LINE -~- ~ - S EXISTING SEWER LINE - - -398- - - - EXISTING CONTOUR LINE CURB EXISTING STRUCTURE - - - -- PROPOSED SETBACKS .i P£�Jfy QS 4� PROPOSED BUILDING FOOTPRINT - -- --- -- PROPOSED ROOF ABOVE +4 + + + + + 4. PROPOSED PERMANENT BMP AREA i' +a•r ♦• s e• w• 'a• e PROPOSED CONCRETE L 65.11 PROPOSED PERMEABLE PAVERS �� != PROPOSED ASPHALT � PROPOSED BASEMENT WALL I PROPOSED SAWCUT LINE 38 PROPOSED CONTOUR LINE 1 J PROPOSED RETAINING WALL PROPOSED PLANTER WALL -. - . -.p... ._._. PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN SUMP & PUMP PER ARCH TOP OF RETAINING WALL TOP OF WALL (TRW) (TW) INSTALL LARGE COBBLE OR VEGETATION ON OVERFLOW EDGES TO ENSURE EROSION DOES NOT OCCUR J I\ DROUGHT TOLERANT TO THE SATISFACTION OF THE CITY INSPECTOR AND ENGINEER OF WORK PLANTS (TYP.) P/L 2" HARDWOOD MULCH/ u�I'St� GRASS COVER OR CITY 2 °In �ototh� APPROVED EQUIVALENT MIN. 1% IL (rrs�i "MIT2'1 6`.MIN �1 riTrc BOTTOM OF WALL (BW) 1.. r ? r -f TYPICAL WALL ELEVATION LOCATIONS SHOWN ON PLAN NOT TO SCALE RED SOIL IN I........ r ,..._�,is �5, '�j1AVEL • 7 S 3 ..Y a fit T. 7 I - " BIORETENTION "ENGINEERED SOIL" LAYERS L BE MINIMU 4" DEEP "-S,-A,•ND'Y LOAM" SOIL MIX WITH NO MORE THAN 8% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH;, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. 3/4" CRUSHED ROCK 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 LEVELAND 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 6" BELOW ADJACENT FINISHED SURFACE BIORETENTiGN AREA DETAIL NOT TO SCALE PL I VOID •FILLER-1/1V TO j" (NO.8) AGGREGATE IN VOIDS 6 "X16" PCC- - FLUSH CURB SDRSD C -2 RET-••• F WALL 1, 2' 5% 20' GRIND & OVERLAY EX. AC VARIES STREET WIDENING, 4" AC '� OVER II BASE (WIDTH VARIES) 6 " THICK OF 6 "X16" PCG CRUSHED ROCK FLUSH CURB i i EXISTING OVERHEAD I 3 fVV Vii J POWERLINES To BE j CONSTRUCTED ( # I EXISTING WATER METER TO UNDERGROUND BE n METER P R D WITH DUAL EX. 6' MAX HT, WOOD FENCE F.A= .62 R NS E 0*LVFR5WPYq 64.58 TW & :i M _ROOF 36 TG 62. 1 ` 61.3 EX ? # 8'X3' DEF� REFUSEANO RECYCLE ENCLOSU5Rl (6 HIGH FENCEI 62.66 FS REMOVE EXISTIN&i - PAVEMENT, REPLACE Vlf 4?AC PAVE OVER 61 1 CLASSIIBAS� CONSTRUCT 23.31'• CONCRETE DRIV STRI 4" CHANNEL DRAIN �B NDS OR EQ A m <, .r j # Ey 1, RIBBON GUTT < TO REM UN �i q f ,,,,ATCAC CAE BACK I GARA �l� S 62x98 F$ ,_ �N 3'x3' E 2,71~ C CONCRFJE STEPPERS( T t �" i •a r� q S �-r. � L r .•` `n r. r r SITEAREA IMPERVIOUS PAVEMENT /BUILDINGS 506 FS PCC AREA F5.07 FL i 0" HT. PCC FLUSH TOTAL AREA CURB PERMEAki `PAVERS SINGLE STORY 3 ' .i P£�Jfy QS 4� f ' HOUSE f t , W I X 615.73 f y f f 0;4,F, za t L 65.11 �I Q �f W I � � • '6518 FS ! { )i 1 J 1 ' 6' MAX HT, WALL AND cn FENCE COMBINED, ' 64.58 TW SDRSD C -2 RET WALL r 64,58 TW 63.1 TRW 63.0 BIN �• � j 64.68 TW 16P.3 TRW _ Fed .1 (� �r ��YA" �' e• I as f ,,,,ATCAC CAE BACK I GARA �l� S 62x98 F$ ,_ �N 3'x3' E 2,71~ C CONCRFJE STEPPERS( T t �" i •a r� q S �-r. � L r .•` `n r. r x EM7NT SINGLE - FAMILY RESIDENCE J. FLOW SECOND FF =73.22 FIR; r RY gff PAD= .:�... u „ r3 li�-MENT FF =52.95 WELL 52 .85 PAD=52.25 52 rr- *ffRPS, PVC AREA IAiN OUTDOOR PROPOSED EGRESS SHOWER LIGHT WELL DRAIN TO SEWER 4" PVG AREA DRAIN t or..�r •� F� a q s r. A. r, 1 x I i } { i i X Flt =$fs.Sig 0 TREE A 1 to c IL/71 (Typ) I r SITEAREA IMPERVIOUS PAVEMENT /BUILDINGS 506 FS PCC AREA F5.07 FL i 0" HT. PCC FLUSH TOTAL AREA CURB PERMEAki `PAVERS SINGLE STORY 3 ' KILKENNt PERMEABLE 11 HOUSE f t , W I X 615.73 -+✓ L 65.11 �I ,581N i .37 BIN C W I '6518 FS ! { )i 1 J 1 ' 6' MAX HT, WALL AND cn FENCE COMBINED, ' 64.58 TW SDRSD C -2 RET WALL I r %< ` 64,58 TW 63.1 TRW 63.0 BIN FENCE PER,- - WAT 'R LANDSCAPE( 14EAT 14 EAT rwc 64.0 TRW R , 62.6 8W 3.3'x3.3' •r .-CDN E' 2.4" FROM P/L 65.5a TW 65.0 64.68 TW 16P.3 TRW _ x EM7NT SINGLE - FAMILY RESIDENCE J. FLOW SECOND FF =73.22 FIR; r RY gff PAD= .:�... u „ r3 li�-MENT FF =52.95 WELL 52 .85 PAD=52.25 52 rr- *ffRPS, PVC AREA IAiN OUTDOOR PROPOSED EGRESS SHOWER LIGHT WELL DRAIN TO SEWER 4" PVG AREA DRAIN t or..�r •� F� a q s r. A. r, 1 x I i } { i i X Flt =$fs.Sig 0 TREE A 1 to c IL/71 (Typ) I fr 3 14' AC PAVEMENT i tl rG..29oTOFLOWLINE EX, "A61.44 61.9 FS 2% FLOWLINE EX. DRIVEWAY 62.7 FS 63.5 FS E . INC' E o (TYPICAL) E, 134.79 78 FSIF { PERMS :IL PAVERS PER (TYRICAL) TO BE REMOVED SAWCUT EX, r ( WO-8 -112 g CTION THIS SHT S WC T EX. PAVEMENT - \, REMOVE EX. TREE - A 1, REMOVE EXISTING -► f,' STREET WIDE HT PER 0 HT PCC FLUSH "'KILKENNY ta,6pc" C) REMOVE EXISTING SECTION THI HT. j f EX, 8 VIP' CURB PAVEMENT, REPLACE W/ �P VEMENT, m r ' , I " AV MENT 4 "AC PAVE REPLACE DRIVE REPLACE W/ A /f SEWER LINE \4" AC PAVE OVER 6" X61,13 ! X 52:06 h Or2.S CLASS�tYBASE x . i �� li BAS5 .i6 ^, �r S l __.�6i.4_ �rs -.. . x 36.33 / EX, 8" VCP ~'ti 51,57 IE t ,'s"�.451E- � SEWER LINE, � .m.y..__.._ ......._......._ W ..... _....__,._ w W GV W VV VV J I l / \ 'WATER LINE u WO -78.26 0 m FOUND 1/2" REBAR & CAP, LS m FOUND 518" REBAR & CAP, 5284, PER ROS 17136. i ILLEGIBLE, PER ROS 20780. O �_ ,... OE OF OE .....,,,._._ OE __.... OJE .......w,..__,. OE ........ ...... ,. OE OE ..........., OE . ..... .._ `, i __.:_.... OE OE _... OE 0E ,.,_....__.,._ CAF .,.,_ ._.__- GRADING ALAN j SCALE: 1"=10' � I 6AoCA0 0QA4& -r A aW"rr" AVD , 2SM*#k4 46%ACAA 6N1' fLEGooLgeo 501V Also. t) f 2 18 ube - M&. ZAIb - o *3*7"t.< 4" THICK OF t" TO J" ;rte /t fj~ (NO.57) CRUSHED ROCK r/ PERMEABLE PAVERS 2" BEDDING COURSE ORCO AQUA -BRIO OR LAYER,"' TO r (NO, 8) APPROVED EQUAL AGGREGATE SECTION A A: KILKENNY DRIVE FRONTAGE IMPROVEMENTS NOT TO SCALE NO. DESCRIPTION APPROVED DATE BENCHMARK SRN 6-17-20 DESCRIPTION: CONTROL POINT 10 LOCATION: MEDIAN ISLAND OF LEUCAr 141' WESTERLY OF LEFT T ISLAND GORE NOSE RECORD FROM: ROS 18416 CL SITE IMPERVIOUS AND PERVIOUS AREAS r SITEAREA IMPERVIOUS PAVEMENT /BUILDINGS 506 FS PCC AREA F5.07 FL i 0" HT. PCC FLUSH TOTAL AREA CURB PERMEAki `PAVERS SECTIONaTO MATCH KILKENNt PERMEABLE PAVER SfCTION- t , W I X 615.73 -+✓ L 65.11 i ,581N i .37 BIN C W I '6518 FS 1 WCUT EX. P EitEM�w. fr 3 14' AC PAVEMENT i tl rG..29oTOFLOWLINE EX, "A61.44 61.9 FS 2% FLOWLINE EX. DRIVEWAY 62.7 FS 63.5 FS E . INC' E o (TYPICAL) E, 134.79 78 FSIF { PERMS :IL PAVERS PER (TYRICAL) TO BE REMOVED SAWCUT EX, r ( WO-8 -112 g CTION THIS SHT S WC T EX. PAVEMENT - \, REMOVE EX. TREE - A 1, REMOVE EXISTING -► f,' STREET WIDE HT PER 0 HT PCC FLUSH "'KILKENNY ta,6pc" C) REMOVE EXISTING SECTION THI HT. j f EX, 8 VIP' CURB PAVEMENT, REPLACE W/ �P VEMENT, m r ' , I " AV MENT 4 "AC PAVE REPLACE DRIVE REPLACE W/ A /f SEWER LINE \4" AC PAVE OVER 6" X61,13 ! X 52:06 h Or2.S CLASS�tYBASE x . i �� li BAS5 .i6 ^, �r S l __.�6i.4_ �rs -.. . x 36.33 / EX, 8" VCP ~'ti 51,57 IE t ,'s"�.451E- � SEWER LINE, � .m.y..__.._ ......._......._ W ..... _....__,._ w W GV W VV VV J I l / \ 'WATER LINE u WO -78.26 0 m FOUND 1/2" REBAR & CAP, LS m FOUND 518" REBAR & CAP, 5284, PER ROS 17136. i ILLEGIBLE, PER ROS 20780. O �_ ,... OE OF OE .....,,,._._ OE __.... OJE .......w,..__,. OE ........ ...... ,. OE OE ..........., OE . ..... .._ `, i __.:_.... OE OE _... OE 0E ,.,_....__.,._ CAF .,.,_ ._.__- GRADING ALAN j SCALE: 1"=10' � I 6AoCA0 0QA4& -r A aW"rr" AVD , 2SM*#k4 46%ACAA 6N1' fLEGooLgeo 501V Also. t) f 2 18 ube - M&. ZAIb - o *3*7"t.< 4" THICK OF t" TO J" ;rte /t fj~ (NO.57) CRUSHED ROCK r/ PERMEABLE PAVERS 2" BEDDING COURSE ORCO AQUA -BRIO OR LAYER,"' TO r (NO, 8) APPROVED EQUAL AGGREGATE SECTION A A: KILKENNY DRIVE FRONTAGE IMPROVEMENTS NOT TO SCALE NO. DESCRIPTION APPROVED DATE BENCHMARK SRN 6-17-20 DESCRIPTION: CONTROL POINT 10 LOCATION: MEDIAN ISLAND OF LEUCAr 141' WESTERLY OF LEFT T ISLAND GORE NOSE RECORD FROM: ROS 18416 CL SITE IMPERVIOUS AND PERVIOUS AREAS SITEAREA IMPERVIOUS PAVEMENT /BUILDINGS 2,478 SF PCC AREA 782 SF PERVIOUS LANDSCAPE AREA 2,543 SF TOTAL AREA 5,803 SF "'174 SF PROP. TREATMENT AREA (REQUIRED TREATMENT AREA =105 SF) � GONbK'fvC,'�� N � ttt'f M►tiMk w�►w / tft� inl�tEr'► nt�uwtcY I AQ�MIrNT'tp �u�,aa�ti W►W,, PL +�h.trc�[N l,4Tttltr! aF pt,�r►ty�,toN *WLV 00 o;tat** SDRSD C -02 KKK lAtIANSOOL RET: WALL � fto, to %svol PROPOSED ('000 ma."tt40• RESIDENCE FF =63.08 I L7 rRIO ro 'Toc STARS of I # ri MAbC wlrrCt1 *#j 04iKA Ap"VO4 i � lit, it w )1 CW4 IAUltCo, RI."[ 61-63114%V6 "11164 tNL.A11 e� Aet ;fTti�_ o$N� ?"Swl'ts.wttreee Ill III;! WW ill!w�-41141;n: II'I ll{ f&**%fA*A9*I1T1L vp "� «� °�� 1111 rlllE �; II %1 Illi PROPOSED ?.s cl►tat"tac sc. a1lE: F'oA ;Ii! i1i..,. �1�� .��11��, BASEMENT i.r► Pr<apitit3 ca�c't toN ,SNvotN4il�llillt Ii4 illli FF =52.95 ��..,�.. � I,��,le:u►t>�rr�o. Illl l m I I!I � �,�II! III SECTION B -B: NORTH OF RESIDENCE NOT TO SCALE AS -BUILT APPROVALS Uc0IVnrcU MY: UK AVVN OT: unckorncU r BMA SMA BMX-- INT. DATE PLANS PREPARED UNDER SUPERVISION C 4LD Gl�*7-0 PUBLIC WORKS NA - -- DATE: ! 1 IAN M. O INO DA7E PLANNING NA - -- Steven Nowak 6-17-20 REVIEWER JQO �v11� R.C.E. NO.: 71651 SR. ENGINEER DATE INSPECTbR JK (P11-i BRIAN M. AR OLINO EXP.: 12 -31 -19 MONUMENT NOTE: NOTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR 1. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH UNDERGROUND. POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED POINT SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. 3. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT -OF -WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 4. CONTRACTOR TO FIELD VERIFY LO C ELATION, AND CONDITION OF EXISTING I-LANDSCAPING cn KIN "t -WW ist " HT PCC CURB C t t i 0 P 7' WIDE PERMEABLE GRIND & OVERLAY t Lt«+tis' PAVERS EX. AC r. r-ORCO AQUA -BRIO EX. AG ORAPPROVED PAVEMENT "c �i� I, W ¢ cm EQUAL - I' 1 °/ 12' r �r.W V s Il iilC+ :5 L1"1 r ti . i �� lf,.,,.,�,," t .:. ..:::.�• , ,i.. �,1 ^T °" •• r C�i g 1SLE- 1-- �: '1i1.ill•._..: +1i� rf o" ..,:.:I1 6" THICK 314" CRUSHED ROCK co 4 2" BEDDING COURSE ui LAYER 1!8 TO 3/$ 4 THICK 3/8 TO 1/2 (NO.8) AGGREGATE NO. 57) CRUSHED ROCK M� 10 3 "°-✓a � 10 20 30 SECTION C -C: NEWPORT AVENUE FRONTAGE IMPROVEMENTS ° ` - NOT TO SCALE GRAPHIC SCALE IN FEET ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. REC MEND APPROVED' GRADING PLAN FOR: i 2494 NEWPORT AVENUE JES O�E S R . MAGDOMKIT. GREG TODOROV & HOLLIS FULLER 13854 -G 9 /� CITY ENGINEER DATE ! DATE _ "" _" I& APN: 261 - 101 -15 PLANNING CASE NO: 16 -290 CDP /PMW 4 =SHEET 2 OF 3 PLSA 2551 HYDROSEED NOTES ADDITIONAL NOTES STORMWATER POLLUTION CONTROL POST 1. EROSION CONTROL MEASURES (E,G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE CONSTRUCTION BMPIIP NOTES 1. HYDROSETDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON TO VERTICAL) OR STEEPER WHEN THEY AREA. S17 a SEDIMENT CONTROL MEASURES (EG. SILT FENCING, FIBER ROLLS, GRAVEL 8405) 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL s` I '• _ ` � `- t t A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF B. FAT FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO MAN 1"ENT SUP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE '• T 's 3 t , EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MAIER14 AS WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWVSIREAM AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE c i _�___.__- -3 ; APPROVED BY THE CITY ENGINEER STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. P - - (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR d HAZARDOUS MATERIALS PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE Z IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM FOR THE GROWTH OF THE HYDROSEEDEB GROWT7{ WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT Z NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DC14) SHALL. BE ALLOWED. DCIA MEANS A { STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, A PERMIT FROM THE CITY. 1- ; x J. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: r ' ROOF DRAIN, DRIVEWAY, AND STREET. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO f 1 tI%�`ER APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR I- s' }'`I FENCE HEATER A. SEED MIX SHALL CONSIST OF NO LESS THAN, I 1 ; 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE t - -. - :, =� CLOSET LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR. TO 1 SHED-,. 1, 20 LBS PER ACRE OF ROSE CLOVER I = ? _; SINGLE- FAMILY RESIDENTIAL DEVELOPMENT THESE GUIDELINES ARE AVAILABLE AT CITY DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST -. 4� " %� a_..,� �. ' -- 2. 20 LBS PER ACRE OF ZORRO FESCUE I ' --�'+� ��-- --- �-, -- - 011 "NOV "7C ;9 HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. SLOPE TOWARD THE APPROVED BMP IMP FACILITY AND/OR THE �► e2.6 o o J. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA d d .50 L _ =_ _ . q X 6 �'" -- - - - - -- -- - - - - -- - - - - - -- 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOIJA 2006 -27. TURF /LANDSCAPED AREAS. - �_ -�- -- - - -_- 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 4. NO DRAIN HALL BE INSTALLED IN HARDSCAPE ' �� LANDSCAPE EFFICIENCY BMP NOTES. S SHALL 112 LB PER ACRE OF DIMORPHOL.ECA T I I ICED 3 :: ,: DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE I II ; ; ; 7. ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMiTF ON LOCATIONS 1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE � I � '` �• SILT FENCE ALONG i�lEt��R ^� II ��EL -•� t : ,.'�• ...��:tr- -� ` :�-� :`A '; ?�:c:�:J f t ! OIl /1I% f7I %1I�77lITla %ldllgl � ER WHERE THE AREA BEING NYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC ' y� ; `T s PLANT OR IRRIGATION SYSTEM FAILURE IMP jBMP. <;: a-� � � ,:.•:•.: STREET OR RESIDENX STRUC7URES EL BA�C ICI$ R 2. REPLACEMENT OFD DYING AN VEGETATION t. ':" ` ' - ' _ DEAD NG D DISEASED _ • �` h� ; h.�' ��. I I � THIS SHEET (�YP) u i S. ITEM A OF THIS SUBSECTION MUST BE INOCULA7ED N7TH A NITROGEN FlXING i ? :.. , '=T� ^ I I i0 & DETAILfM1sT i >., :. _ .; . -_ .•.} II s 5. DRIVEWAYS SHALL HAVE A MINIMUM 27 CROSS SLOPE 3. ERADICATION OF INVASIVE SPECIES I ; La C 5 +Ja S . s- BACTERGA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE r;< �;< ! P) Y4 4. REPAIRING THE IRRIL"477ON SYSTEiW AND ITS COMPONENTS WHEN REQUIRED TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED ! , ;` +" ;i � i GARAGE i > -s c � >^ e X 65.3 HYROSEEDING. BMP. 5. REPLENISHING MULCH AS NEEDED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND �„ � - � � , y • :{ �;,. � �.. . �. s : d.. �.. � , x.. :. 9. ALL SLED MATERIALS SHALL BE TRANSPORTED TO THE JOBS17E IN UNOPENED 6 . SOIL AMENDMENT WHEN NECE.'SSARY TO SUPPORT AND MAINTAIN HEALTHY DISCHARGE IT TO AN ADEQUATE IMP d Y '.�,� � :;.;; ,.. � � I ,i .� -- i _ : , „3 -:.::. : ;,* ; ._• • . �. • ; .� a� .,rd. CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE + 't;,` ::: . PLANT GROWTH •::.ir ., '�: "5 r "�� 5 5•-# 3 r ,-^Y i T' s -. -; •' 't , +) , -, ) • °- t :.� :' y;K A.�� _, S • ABILIZED CONSTRUCTION € I� SINGLE STORY CERTIACATION TAG ATTACHED T0, OR PRIMED ON SAID CONTAINERS. "" 7. FERIILIZING, PRUNING AND WEEDING AND MAINTAINING. TURF AREAS 6. ALL STORMWATER IMPfBMP FACILITIES SHOWN HEREON €. __ }:. s >..,, HOUSE 10. NON -PM'T0 -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM t '''' "`` ENV NCE PER TC-1 ! CO FI?L5 - • ; . Y $. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS - -_ -- _ '� �- . y `. - '"� ��'�;�'f �. "1.- , SLURRY AT THE DISCRETION OF THE CONTRACTOR. 9. OWNER WILL BE RESPONSIBLE FOR MAINt1IMCE THE CITY. 3. -: to c;, ,� t i,a}L�;y •y,. .•.x• w afp. r i z• { .{ f- •rte °•OFF- .. -sYv:- zC+ .Iii t , 3i c T� }'Fj�y� g:f� � ��,�J: �I {�' ^- ,-�{ °� R Y ~'Y• •. 10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION BATTERY BACKUP B. TYPE 1 MULCH APPLIED AT TIME RATE OF NO LESS THAN 2,400 LBS PER ACRE. �/ ) 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES - � -�_•. - � I 71. MAINTAIN THE SYSTEM CONSISTENT WITH MAN (MAX APPLIED WATER NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE m I ' : ` �` Ec=s2.8z � c TYPE 6 MULCH (STRAW) MAY BE SUBSITTUTED, ALL OR PART FOR HIDRAULICILLY l , F w>:� .; ,., - �, # I c2. f GRAVEL BAG CHECK ALLOWANCE �, T a :a y7 l APPLIED FIBER MATERIAL, WHEN STRAW IS USED IT MUST BE ANCHORED TO THE ) REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE � ; � ` � " SE -10 & DETAIL THIS , EET 12. REPLACEMENT OF VEGETA77ON TO BE CONSISTENT WITH PLANTS 1HYDROZONE" OBTAINED. SLOPE BY MECMN1CiLLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE 11 •-1J a I (TYP) _ °* : ° °':_= : ' • n SOIL 13. MAINTAIN THE IRRIGA770N SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER ? � II ' :a � j i - - ,•i,• • f \ .• S X II -• -� A : > --%. i > -A } • ^> ...r s 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL C FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE; 16 -20 -0, WHITH 159 ALLOWANCE) ? + ti'k ,- , , • �• , • Y a • y.- BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT _ h k k > - ^ •r >° • < II R ; x x t„ ;`x :'� -`� • I SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. I i# � k } k } X.k z r� PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL - - - HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL # ° A- 4 . AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEDING BY ;j IP I '° k A- + � k k k k k k �' 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 I1bW 7 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT INSTALLED ENCLOSURE SHALL BE LOCKABI E AND L LOCKED WHEN NOT IN 10 HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM W WATER THROUGH THE TRASH H - • • t t .- Y Y...Q 4 4B iSSF�!L'."..re- - �IHI>►I�IEi a -.. -Hear - - -- � OUT. THE \ • i OR ` .� \■ � �:'L''s � ■L� # #i i i11 # #rii @ a :: 1 1i i i1� 1 i• �':ffY� i iii `fl�`�l�lSa•5[ ■ i a. � -♦ a i a- •• ♦ ♦i • ♦ Afii3 � �'G_ ,..,.- ,.. -_,. <. .. ....e - '{ ,. -,:. 3J.'J'Y:= :$:£ .tziif `,X :?•G'�i�+5S1 /S. kl�4��.,cM -<N9 �•-2 "�: S 3F"F f.. ... ... ... ... ...� .. • "... -:.. s, "... ... l i�. � ,L.r "., .... is "... - ..,.. .c f ^,. n 5 ". • E >.+: f.. �5 vc aT'. 5... .,£R .tS-Y %ISr,: r,35nG a 'ii • �. �. i % '� ... i i �. � i� ;l ,' -:' ,'.��'.ae3Y^�5�' 'e�4s :F: .Zn.. %�,3+.. .fl., • �. ' a r i• r• �• ►•� r i •. - f I o I m i x LS .J3 rl x I 1 i X M I x rM m r m X -. I r' m I ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT °S PROPERTY. m y t ;� . --- W _ - A- i - -.... w _ .- w - - -- VY - - -_- -- i _ .. _ ILIA - - - vv w - - - -lW _ -. _: _- _ - w __ IN 4 w _ - _ W IF ANY DISTURBANCE TO AE.',IACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY ; PROPOSED WORK, A WR(fTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER I MUST BE OBTAINED AND SUBMITtED TO THE CITY PRIOR TO START OF ANY SUCH WORK - - -, - -� - _•- _-- __.. -__ -_ _.-. _. _ __ _ _ ---- __- _._.._ �_----- - -__ -_ _-- _------ _ - -�'_ ___- - - -- ___ - -_ ___ ___---- -�_ -__ ___._ - %___ _.. _ . ___ - _. _- -. - ' I ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMFftED 10 THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UN17L THE REQUIRED PERMISSION IS OBTAINED. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG TODOROV AT (858) 864 -8545, 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 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 RAW PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4090. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. LEGEND _X _X_ PROPOSED SILT FENCE PROPOSED GRAVEL BAG BERM GRAVEL BAGS OVERLAP RUNOFF WITH ENDS OVERLAPPED RUNOFF f GAP BETWEEN BAG,' ACTS AS SPILLWAY TWO LAYERS OF GRAVEL BAGS TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 01mim 3. ATTACH THE FILTER FABRIC TO THE POSTS AND EXTEND IT INTO THE TRENCH. 2. STAPLE EXTRA STRENGTH SILT FENCE TO THE POSTS. POSTS ARE TO BE SPACED CLOSER THAN STANDARD PRE - MANUFACTURED SILT FENCE PRODUCTS, 6 IN (15 CM) •�- '��'�� 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC 20 10 0 20 40 GRAPHIC SCALE IN FEET 60 Lq CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU CST: urwYY1V 13T: li1,Cl.T.CV DT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BMA BMA BMA 1 L SRN 6 -17-20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC MMEIVDE A PRQVE' : GRADING PLAN FOR: DESCRIPTION: CONTROL POINT 1023 _ (� }(� Zt� UBLIC WORKS NA - -- DATE: •I�)$ _ �r 2494 NEWPORT AVENUE LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD - BRIAN M. ARDOLINO DATE JEs OVENS CHRISTOPHER HE L. AGD KU 13854-G 141' WESTERLY OF LEFT TURN PLANNING NA - -- GREG TODORC}V � H ®LEIS FULLER R.C.E. NO.: 71651 CITY ENGINEER ISLAND GORE NOSE / ,, RECORD FROM: ROS 16416 Steven Nowak 6 -17 -2o REVIEWER JQO (P /�� ! �°L �� $ deZ� e�l� APN . 261-101-15 ELEVATION: 320.417 DATUM: NAVD8g SR. ENGINEER DATE INSPECTOR JK t h-f M "ARDiOLINO EXP.: 12 -31 -19 DATE DATE PLANNING CASE NO: 16 -290 CDPIPMW SHEET 3 OF 3 PLEA 2551 w F- Q O c� a Lu j(x9U cQ m o�z c)z¢ iEtoV) f I o I m i x LS .J3 rl x I 1 i X M I x rM m r m X -. I r' m I ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT °S PROPERTY. m y t ;� . --- W _ - A- i - -.... w _ .- w - - -- VY - - -_- -- i _ .. _ ILIA - - - vv w - - - -lW _ -. _: _- _ - w __ IN 4 w _ - _ W IF ANY DISTURBANCE TO AE.',IACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY ; PROPOSED WORK, A WR(fTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER I MUST BE OBTAINED AND SUBMITtED TO THE CITY PRIOR TO START OF ANY SUCH WORK - - -, - -� - _•- _-- __.. -__ -_ _.-. _. _ __ _ _ ---- __- _._.._ �_----- - -__ -_ _-- _------ _ - -�'_ ___- - - -- ___ - -_ ___ ___---- -�_ -__ ___._ - %___ _.. _ . ___ - _. _- -. - ' I ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMFftED 10 THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UN17L THE REQUIRED PERMISSION IS OBTAINED. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG TODOROV AT (858) 864 -8545, 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 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 RAW PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4090. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. LEGEND _X _X_ PROPOSED SILT FENCE PROPOSED GRAVEL BAG BERM GRAVEL BAGS OVERLAP RUNOFF WITH ENDS OVERLAPPED RUNOFF f GAP BETWEEN BAG,' ACTS AS SPILLWAY TWO LAYERS OF GRAVEL BAGS TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 01mim 3. ATTACH THE FILTER FABRIC TO THE POSTS AND EXTEND IT INTO THE TRENCH. 2. STAPLE EXTRA STRENGTH SILT FENCE TO THE POSTS. POSTS ARE TO BE SPACED CLOSER THAN STANDARD PRE - MANUFACTURED SILT FENCE PRODUCTS, 6 IN (15 CM) •�- '��'�� 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC 20 10 0 20 40 GRAPHIC SCALE IN FEET 60 Lq CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU CST: urwYY1V 13T: li1,Cl.T.CV DT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BMA BMA BMA 1 L SRN 6 -17-20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC MMEIVDE A PRQVE' : GRADING PLAN FOR: DESCRIPTION: CONTROL POINT 1023 _ (� }(� Zt� UBLIC WORKS NA - -- DATE: •I�)$ _ �r 2494 NEWPORT AVENUE LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD - BRIAN M. ARDOLINO DATE JEs OVENS CHRISTOPHER HE L. AGD KU 13854-G 141' WESTERLY OF LEFT TURN PLANNING NA - -- GREG TODORC}V � H ®LEIS FULLER R.C.E. NO.: 71651 CITY ENGINEER ISLAND GORE NOSE / ,, RECORD FROM: ROS 16416 Steven Nowak 6 -17 -2o REVIEWER JQO (P /�� ! �°L �� $ deZ� e�l� APN . 261-101-15 ELEVATION: 320.417 DATUM: NAVD8g SR. ENGINEER DATE INSPECTOR JK t h-f M "ARDiOLINO EXP.: 12 -31 -19 DATE DATE PLANNING CASE NO: 16 -290 CDPIPMW SHEET 3 OF 3 PLEA 2551 w F- Q O c� a Lu j(x9U cQ m o�z c)z¢ iEtoV) w F- Q O c� a Lu j(x9U cQ m o�z c)z¢ iEtoV)