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2015-12308 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 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 " LIMITED GEOTECHNICAL INVESTIGATION, SINGLE FAMILY RESIDENCE ( YEDID), 190 MELBA ROAD, ENCINITAS, PROJECT #15- 1167C1 SHALL BE CONSIDERED AS 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. 12308 -G 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 NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL, 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A 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. 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 - CSD - (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. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BOB YEDID AT (516) 428 -8577 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. TORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTE 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 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. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 4% MAXIMUM VERTICAL DEPTH OF CUT = 1' MAXIMUM VERTICAL DEPTH OF FILL = 1.5' CUT = 75 C.Y. FILL = 350 C.Y. IMPORT = 275 C.Y. REMEDIAL = 325 C.Y. (ASSUMES 2' OF R &R UNDER BUILDINGS) 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 dNLETS. 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. AN DIEGUITO WATER DISTRICT NOTE 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS WRITTEN PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT, 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. OWNER ELYSE AND ROBERT YEDID NE YOR CI APT 2W VICINITY ITY l!AP NEW YORK CITY, NEW YORK Y 11i11Y11 1 1Y1.Ei 10025 -8610 NO SCALE SITE ADDRESS THOMAS BROS: pg.1167 C -1 190 MELBA ROAD ENCINITAS, CA 92024 ENCINITAS BLVD APN z 258- 232 -21 -00 N o LEGAL DESCRIPTION = Q 1 a MELBA I -5 LOT 1, IN BLOCK "H" OF ENCINITAS HIGHLANDS, IN THE SITE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF, NO.2141, U SANTA FE DRIVE FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIGUITO SAN DIEGO COUNTY, DECEMBER 4, 1928 DRIVE EXCEPTING THEREFROM THE NORTH 58 FEET THEREOF, SAID 58 FEET BEING MEASURED AT RIGHT ANGLES TO THE NORTH LINE OF SAID LOT 1 OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AN VISE ON THE COMPACTION AND STABILITY OF THE SITE. �7 C SIGNATURE: DATE: Ylt j •� ROBE Y DID DATE: ELYS EDI SOILS N INEE ERTIFI ATE I, motmolow :. D +Q lIe9 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 04/20/15. 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 II IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: p ►'l.gbdi !� EAST COUNTY SOIL CONSULTATION AND Ni ENGINEERING, INC. ONO.: 2704 10925 HARTLEY ROAD, SUITE I SANTEE, CA 92071 EXP. DATE: I z 31 ` 2 A IS (619) 258 -7901 st -30 -off 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 ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: el 9' DATE: I2� ROBERT O. SUKUP THE SEA BRIGHT COMPANY 4322 SEA BRIGHT PLACE, CARLSBAD, CA 92008`, PHONE NUMBER: (760) 720 - 00981 RCE NO.: 28302 EXPIRES: 03/31/16 IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1108 SQ FT IMPERVIOUS AREA AFTER CONSTRUCTION: 3036SQFT INCREASE IN IMPERVIOUS AREA: 1928 SQ FT IMPROVEMENTS TO PUBLIC R/W NOT INCLUDED AS Rj u I 1-T I BMP PROJECT STATUS I _' �OISEr_-t SUKUP 283DZ PATE. 12 2 STANDARD PROJECT FIELD OPERATIONS I PLANNING AND BUILDING I PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANNING APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CE I up aR 1 -?JI: DESCRIPTION: MONUMENT NO.1032 LOCATION: TOP OF EAST CURB OF VULCAN AVE. 200' NORTH OF "E" STREET & 2.5' NORTH HORIZONTAL: NIA VERTICAL: N/A BY: PLANS PREPARED UNDER SUPERVISION OF DATE: 08/13/15 R.C.E. NO.: 28302 ENGINEER ROBERT O. SUKUP EXP.: 03/31/16 RECOMMEN ED: JQD APP V 1-11-AA MASIH MAHER GLENN PRUIM (��IS �/7/� DATE DATE GRADING PLAN FOR: 190 MELBA ROAD YEDID RESIDENCE ENCINITAS, CA PLANNING CASE NO: 14 -246 CDP 12308 -G OF DVWY INTO ENCINITAS ADMIN. OFFICE DATE RECORD FROM: CITY OF ENCINITAS B.M. ELEVATION: 92.004 DATUM: NAVD88 SHEET 1 OF 4 MELBA -W_8 -14-1 S 00 0) O O N Cfl Z Q O U 2 C� m W N Lv Lv Q Z N of Lv Lv Z W i 6'X16 PCC FLUSH CURB LEGEND OR DEEPENED G-1 CURB zo, PROPERTY LINE SECTION A -A SECTION B -B ROAD CENTERLINE VOID FILLER - 1/8 TO 3f8 (N0. 6) R/W RrW • APPROVED PERVIOUS I AGGREGATE IN VOIDS PAVERS W/ MIN. 3/8" VOID R/W 4Z, ' q 20' RMl 20' 20' AQUA BRICK PAVERS LL BEDDING COURSE - 2' THICK OF 14' 4' R ! NEW PCC DRIVEWAY & WALK 1/8' TO 3/8" (N0. 8) AGGREGATE (•'_ ;- ' �'% s' � 10' EXIST. AC PVMQ1RT I R/Vy EXISTING GRADES � 138.1 ��i " VARIES ISi. AC PVMT VARIES . �- F.L. FL !� C.F �- j PRIVATE 4" PVC PIPE CHOKER WORSE - 4 THICK OF ' - 1 3/8 TO 1/2 (NO. 57) CRUSHED ROCK y "6wu X 6'6 "X22" W106x w PRIVATE DRAIN INLET 13 MIN. 6" THICK OF 3/4" 4^ �� 6"X16" i LIMITS OF AC VARIES. EITHER LIMITS OF AC VARIES. EITHER k �� D6Ey fY� a-RIG FLUSH CURB % I ROAD RIGHT OF WAY R/W (NO. 2) CRUSHED ROCK„ ��,��,��i „ SAW CUT& REMOVE AC, OR 6"X16" SAW CUT& REMOVE AC, OR I ' SOIL SUBGRADE ii��!' FL. 1 BELOW FWSN GuRB ADD AC AS NECESSARY. SEE PAVER DETAIL FLUSH CURB ADD AC AS NECESSARY. k W I ONSITE LANDSCAPE AREAS SEE PAVER DETAIL k j > { AC WIDENING ii��ii��ii��i� �ii�i i i�i�;i� HERON HERON ' ( ! BIO- RETENTION BASIN NOTES: N 21 ABBREVIATIONS M -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE of FINES (SAND, SILT, ETC.) ) Q j I H.P. = HIGH POINT -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED EXISTING HOUSE 2 YaIaOCK NIGy MI>`!1 X1.0 ! F.L. FLOW LINE -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE A-4 1�:EySTome FR.ODuGYG T.G. =TOP OF GRATE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED��r�� f�� % ✓�� RS TA 9 N I 6 WALL I.E. = INVERT ELEVATION - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED ,,y y I SYSB SIDE YARD SET BACK Gy RYSB = REAR YARD SET BACK 01 EXISTING SMALL 0� �h `�P,r ! FYSB = FRONT YARD SET BACK WALL(f1.5') 44164 -^`$ a c� W i T.C. =TOP OF CURB TO REMAIN N89"55'06'E 145.02' ! f' MATCH A.C. I j (� j F.S. = FINISHED SURFACE - - W /CURB F.C. = FINISHED CONCRETE J T n 13j j R RADIUS _ PROVIDE DRAIN TO �3\ 4"PVC O 2.8X '�_ _�. !3 •S�TC €, To EXISTING SEWER y I _ ELIMINATE POSSIBLE �.,� �� _ _�? \ 1 .' `, ` , - �� /E` 6" CURB I { (W) = EXISTING WATER J TRAPPED WATER F = ..' ' 10 3Y513 < , \0 BEHND i I {G) EXISTING GAS 6 _ PRT� �• 19.0 — �1P Gi BOD( ) T.B. = TOP OF AC BERM �v { 5 _ _ EXISTING 1 Q• 22.0 /.q �. PoP�AP 2' R/W RIGHT OF WAY WOOD FENCE — — - RIP�:/W l' PE �o ? 51Ep5 fi' EMC = ENCINITAS MUNICIPAL CODE R ti TO REMAIN I c , � (> " ")' ' ' , ` r11 3YAOP ) 26'` , �� y a :� j 6.g. - 29+1 SK CLSAN ®try° 14 FIRE 10.{� ��a FYSB 'V - ! j FIRE r I�• e,• ' 3 f, f-...: a •t . _ 66.01 ` , i ` ,t\ 1„ 4� R11N & R I ! �� Gee': • '• , ,' - ENCROACHMENT MAINTENANCE I ~' f % t9'• c9AWL SPACE FItE GAS y W A s.o' \ 4,a� A AND REMOVAL AGREEMENT p. F.� P :, PROPOSED PRE sErN�tTi a re '�� ! ! OCT i� 6 LS io.o r' MANUFACTURED To N5u36 �+ �,E_XIST." WM RECORDED o N RYSB / FF = 140.5' HOUSE 1980 SF ! +� I DISTRICT TO UPGRADE W j I {'�' . ' �� . TO DUAL METER AT i. i v AS DOC. NO. � 5 525996 SCALE 1" =10' z ® 15' I = EXISTING HOUSE TO F, Iy w PAD 137.5 OWNERS EXPENSE iii ®+ PROPOSED 2 CAR ,' �I •: N BE REMOVED �/ a pOMES11e, " RIDGE 916 SF I" P1q� MIS I I o DOU �E EXISTING 1" COPPER m o .3 138 IG 576 SF fI .. __ 35 u _i I AND �'4 M ER z - �_ - -, o � - -� �, �--• � �� ' YE qw EASEMENT FOR PUBLIC II z y I �� t STRI E Z 0 NEW 1 , .SZ J 3 ,0 ' 1 RIGHT OF WAY WIDE 1� " 3/ .. I m Y F :.II : �� \� Q' glAEu�AUC 4 RECORDED ctTo>3ER 6 , Wis- II 0' 10' 20' 30' 40' i M fiR 1 OJ• FG i / +36.5 EXISTING GE 11 ' Ayfb S. b i 2015 - S2s99 5 r G j 17.6' �, / RFo�G'7 I �4 M LO AS DOC. N0. TO BE RE OVED ' . F' - - 4, M Eb 7G 13 EYi °i'F ' / 139.14 /39 200 SF :U ,9• .* S'7) N p C. / PAVERS c k C HC I U... S LANDSCAPE r� /S� RIP -MAPZ4 N y _ �gfv, ,1 ,; �'�► FC 1/y AREA (TYP) CONSTRUCTION QUANTITIES (`IYP) ,fig. 1 �\ ` i — _ a r 1�g1 �39S? OQ� C 1 "►av Iv ` ° rove z. 137 r%/ 1av6R �' IJev'NG 11 �, /' 4, i -6' "ys \� D 54%32" bn �`�89 Y .RAY zu,*/ n'AL 1.5G 1 g A 9 LILL_LLL- i_...L EX STING EDGE OF ASf t Po]d0/E EXISTING '" _L_LL L L L HEDGE N0'S4'E 22.10 ? l�v� 4 PYC II.� _L!_ LL._L ' L 4 - !`. �0 V`lr O 23% _l.Lrl _LL _L.L ,_� . - 54XT ;, , � � 6 C f j NEW AC 4" AC/ � 1' WIDE WHITE - o9 PERM CLASS II BASE STOP LINE fW } X1SRNG POWER 6' 1LL x 0 .. `lrVG lE /L'D PROTECT IN PLACE - U .£ .G11� - --� �' '� 36 RCP) 6' NEW E.P. { — ,�,.,, iii• . 4. _ a. ; I 251 ,� RE VE s �' 1 EVSAA &9Y ER MANHOLE i 0' \ v>3 +00 s�- EX NG _:.m CONC. DVWY - 5" CONC. /COMPACTED SUBGRADE 374 S.F CONC. APRON - 5" CONC. /COMPACTED SUBGRADE 190 S.F REMOVEA.C. BERM 62 L.F. CONST. A.C. BERM - SDRSD G -5, TYPE A 57 L.F. SAWCUTA.C. 104 L.F. PAVERS - (DETAIL HEREON) 345 5.F. FLUSH CONC. CURB - (6 "x16'') 167 L.F. 6" CONC. CURB - SDRSD G -1 12 L.F. A.C. PAVING - 4" AC /6" CLASS II BASE 228 S.F. BID RETENTION BASINS 123 S.F. 4" (SCH 40 OR SDR35) PVC PIPE 214 L.F. DRAIN INLET 1 EA. 00 O O O 1 O _ r 1906 TIN fi. . pRO -- ��• EIL) M B F 12 +50 — E>4ST1NG .. _ �--i _ PROTECT IN PLACE _ __ ___. _— B v_� -- f -�— FIRE NOTES: o / REMOVE 22' OF �' 48"RCP 2 +00 - - .. _._ __. - - -- INLET (jyp \ , Aw I O ° BERM AT DRIVEWAY _ _- DOUBLE _ �? L0QB4 1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE T� YELLOW + w ` `, g41 Z9' ?3 R� u + co �iN� ---- AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT �50 _ � t38 ; - - "- j�- _� „� LESS THAN 13 FEET 6 INCHES. CFC .503.2.1 'VI o 6N ��p'''c 2. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED ZQ ---•� ., 1 WIDE AND MAINTAINED TO SUPPORT THE IMPOSED LOADS CL WHITE NE 6 � �.� .._ --___ ! ° •' °138 � � • a ,. ; ... , _ _ I •. � ,000 POUNDS AND SHALL BE � °” OP LINE a OF NOT LESS THAN 75 PROVIDED WITH AN APPROVED PAVED SURFACE TO O �y __ ____ DE ALL-WEATHER DRIVING CAPABILITIES. �p�lAl7� -!�_� R PROVI U _ EXISi1rVG rCGE AF A ' - -- -- - B __--- _ -- R EARTH WORK: l CUT= 25 C.Y. m STANDPIPE W � I FILL= 250 C.Y. BASIN /W IMPORT= 225 C.Y. - ---- " " " --� -� �� PLANT &IRRIGATE 4" SCH. 40 � R GRATE INLET INSERT I, i REMEDIAL= 325 C.Y. (ASSUMES 2' OF R &R UNDER BUILDINGS) to __.. 1' MIN I _ 18" OF ENG. SOIL * ; . 10 ENGINEER OF WORK:u," �- 4" PERF. PIPE 4" SCH. 40 PVC PERF PIPE ALONG LENGTH OF BASIN WITH A I THE SEA BRIGHT CO. I•'U 2x12 TOPSET 4" OUTLET. SET TOP OF PERF. 4322 SEA BRIGHT PLACE L a 140.5 FF 3x6 PLATE 12" OF 1" GRAVEL ''' PIPE 1" BELOW TOP OF GRAVEL I CARLSBAD, CA 92008 cc No 00283 Q FLOOR JOIST it Exp. '31�� Z PERIMETER 13 -3 TW BIORETENTION BASIN DETAIL (760) 72o -oos�8 sA ® ` \� U) 2' 7.5 PAD 7 F. w MASONRY WALL F * ENGINEERED SOIL BY: kL 27 !fig W SECTION C -C 20 -30% COMPOST ROBERT 0. SUKUP, RC 28302 bATE Z 20 -30% TOP SOIL 0 NO MORE THAN 5% CLAY ALLOWED Z Ld CHANGE NO. DESCRIPTION APPR VED DATE BENCHMARK SCALE PLANNING APPROVAL DESIGNED BY: DRAWN BY CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. R. O. S. C. D. W. R. O. S. S BUI cE to 1v I 1$-j2,fjje DESCRIPTION: MONUMENT NO.1032 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED:J6ZO APP GRADING PLAN FOR: LOCATION: HORIZONTAL:1 " =10' ®_ DATE: 08/13/15 �� ^^ / 190 MELBA ROAD 12308 -G BY: 7 fo& f,,,,,,�,� /2 a K YEDID RESIDENCE VERTICAL: 1" = 10' �� R.C.E. NO.: 28302 MASIH MAHER GLENN PRUI RECORD FROM: CITY OF ENCINITAS B.M. DATE ENGINEER 10 /(t/ 15 � /i //f ENCINITAS, CA ELEVATION: 92.004 DATUM: NAVD88 ROBERT O. SUKUP EXP.: 03/31!16 DATE DATE -T PLANNING CASE NO: 14 -246 CDP SHEET 2 OF 4 MELBA -W-A -14-15 CHANGE MELBA -GP-A-14-15 - FUTURE SOILI FUTURE GRAVEL , imm, TOP OF TEMPORARY RISER SET 18" pl/ F ! ABOVE BOTTOM OF EXCAVATION d� 0. St ENGINEER OF WORK: tr® �w w REMOVE SILT 1 * AT NW BASIN SET BOTTOM OF PIPE .55' ABOVE BOTTOM OF EXC. THE SEA BRIGHT CO. No, �-'l * Z AFTER EACH * * AT SW BASIN SET BOTTOM OF PIPE .55' ABOVE BOTTOM OF EXC. ; 4322 SEA BRIGHT PLACE I� `� RAIN EVENT BOTTOM OF * AT CENTER SOUTH BASIN SET BOTTOM OF PIPE .05' BELOW BOTTOM OF EXC. i CARLSBAD, CA 92008 �c� ` Q� V) EXCAVATION * AT NE BASIN SET BOTTOM OF PIPE .25' BELOW BOTTOM OF EXC. i (760) 720 -0098 W SILTATION BASIN BEFORE BY. ' �� w BECOMING BIO BASIN Z ROBERT 0. SUKUP, RCE 8302 DATE Lil DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANNING APPROVAL DESIGNED BY: I DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. R. O. S. I C. D. W R. DESCRIPTION: MONUMENT NO.1032 PLANS PREPARED UNDER SUPERVISION OF RECOMMEN4ED: -)QD APP VE EROSION CONTROL PLAN FOR: LOCATION: DATE: 08/13/15 / 190 MELBA ROAD HORIZONTAL. 1" = 10' 'y� " - /I/1. /1/1 °°°(((��°�� 23Q$-G 6q o Y YEDID RESIDENCE VERTICAL 1 10'� ENGINEER R.C.E. NO.: 28302 MASIH MAHER GLENN U ENCINITAS, CA RECORD FROM: CITY OF ENCINITAS B.M. 1016' � Ls � P `/� ELEVATION: 92.004 DATUM: NAVD88 ROBERT O. SUKUP EXP.: 03/31/16 DATE DATE PLANNING CASE NO: 14 -246 CDP SHEET 3 OF 4 HYDRO -SEED 1. HYDRO— SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDRO— SEEDED GROWTH. 3. HYDRO— SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 LBS. PER ACRE OF ROSE CLOVER. b. 20 LBS. PER ACRE OF ZORRO FESCUE. c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA. d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA. e. 1/2 LB. PER ACRE OF BEACH EVENING PRIMROSE. f. ITEMS C, D, E. AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDRO— SEEDED IS NOT VISIBLE FROM ETHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. g. ITEM "a" OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDRO— SEEDING. h. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB —SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINER. I. NON —PHYTO —TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDRO —SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50X OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15X SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. 4. HYDRO— SEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1. b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" ABOVE. B. CONDITIONING THE SOIL SO IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OD SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 5. HYDRO— SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDRO— SEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. SILT FENCES. A SILT FENCE IS A TEMPORARY SEDIMENT BARRIER CONSISTING OF FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS, ENTRENCHED, AND, DEPENDING UPON THE STRENGTH OF THE FABRICATED, SUPPORTED WITH WIRE FENCE. SILT FENCES MAY BE USED FOR PERIMETER CONTROL, PLACED UPSTREAM OF THE POINT(S) OF THE DISCHARGE OF SHEET FLOW FROM A SITE. THEY MAY ALSO BE USED AS INTERIOR CONTROLS BELOW DISTURBED AREAS WHERE RUNOFF MAY OCCUR IN THE FORM OF SHEET AND RILL EROSION, AND PERPENDICULAR TO MINOR SWALES OR DITCH LINES THAT DRAIN UP TO ONE ACRE. SILT FENCES ARE GENERALLY INEFFECTIVE IN LOCATIONS WHERE THE FLOW IS CONCENTRATED AND ARE ONLY APPLICABLE FOR SHEET OR OVERLAND FLOWS. EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR - WOOD POST ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST 3' MAX. 2' MIN. ...:. s p. =i ':s •`r:. ,• i .f •• mow.• '•• F� r (3m� MAXIMUM SPACING WITH SU PORT FENCE 1.8m) MAXIMUM SPACING WITHOUT SUPPORT FENCE STABILIZATION OF VEHICLE TRAFFIC AREAS. ALL AREAS OF SIGNIFICANT VEHICLE TRAFFIC (SITE ENTRANCES, ACCESS ROADS, PARKING LOTS, ETC.) SHOULD BE STABILIZED IMMEDIATELY AFTER GRADING TO PREVENT EROSION CONTROL DUST. SITE ENTRANCES AND EXISTS ARE ESPECIALLY IMPORTANT. USE GRAVEL APPROACHES TO LIMIT TRACKING OF SEDIMENT OFFSITE. WATER TO WASH IF NECESSARY N/ Q 3 0 0 SPILLWAY 2 "_3° COURS MIN. 6 \- DIVERSION RIDGE USE GRAVEL BAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO 4 -. BASIN AS REQUIRED sn' MIN (1 A MERGE INTO ADJACENT SLOPE OR RISING GROUND THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRADE INTERVAL DESCRIPTION LESS THAN 2% AS REQUIRED /200'MAX. 2% TO 4% 100 FEET 4% TO 10% 50 FEET OVER 10% 25 FEET NOTE: DRAWING NO. PLACE GRAVEL BAGS PER INTERVAL SHOWN ABOVE AS INDICATED ON PLAN GRAVEL BAG CHECK DAM NOT TO SCALE SLOPE STABILIZATION USE EITHER ONE OF THE CHOICES BELOW OR SHOW BOTH OPTIONS & LET CONTRACTOR CHOOSE GEOTEXTILE MAT MATS /BLANKETS SHOULD BE INSTALLED VERTICALLY DOWN SLOPE. TAMP L . °Y •r � oQ� g " -L, o r 0 o � ^gam o N MIN. q^ (mammy OVERLgP O . 21 ,y w s=ue_ /0 o a 0 0 0 O ;/// 0 0 o � 0 41Z (300,,) T"s O l"A" I IN.iF' O U 1 1/2" 40mm) -4 I- vikj�.�i STAPLES OR BONDED FIBER MATRIX (BFM) THE USE OF BFM IS SUBJECT TO THE FOLLOWING LIMITATIONS AND RESTRICTIONS APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1. BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS AT THE TOP OF SLOPES TO DIVERT FLOW FROM THE FACE OF THE SLOPE. BFM SHALL BE APPLIED TO PROVIDE 10OX COVERAGE (i.e. APPLICATION FROM MULTIPLE ANGLES). FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN CONJUNCTION WITH SEEDED EROSION CONTROL VEGETATION. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL. STABILIZED FIBER MATRIX (SFM) THE USE OF SFM IS SUBJECT TO THE FOLLOWING LIMITATIONS AND RESTRICTIONS SFM MAY BE USED FOR TEMPORARY EROSION CONTROL FOR DISTURBED AREAS WITH A SLOPE RATIO OF 1 VERTICAL TO 2 HORIZONTAL OR SHALLOWER, INCLUDING PAD AND SEPTIC FIELDS. THE SFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL AND SHALL BE APPLIED TO PROVIDE 10OX COVERAGE (I.E. APPLIED FROM MULTIPLE DIRECTIONS AND ANGLES). THE APPLICATION AREA MUST BE PROTECTED BY BROW DITCHES AND OR DIVERSION BERMS AT TOP OF SLOPES TO DIVERT FLOW FROM THE FACE OF THE PROTECTED SLOPE. FOR PERMANENT EROSION CONTROL PURPOSES, SFM MUST BE INSTALLED IN CONJUNCTION WITH SEEDED EROSION CONTROL VEGETATION OR HAND PLANTINGS. AS WITH ALL OTHER APPLICATIONS, SFM WILL NOT BE CONSIDERED PERMANENT UNTIL 70X VEGETATION ESTABLISHMENT. COVERAGE AND CONCENTRATION: FOR EACH ACRE COVERED, THE MINIMUM APPLICATION VOLUME SHALL BE 10 GALLONS NON —TOXIC WATER — PERMEABLE SOIL — STABILIZING LIQUID EMULSION WITH 3,000 LBS. OF HYDRAULIC MULCH. THE EMULSION MUST BE DESIGNED TO PROTECT SOIL, PREVENT EROSION, AND FLOCCULATE (CLUMP) SEDIMENT. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THE SFM WAS INSTALLED IN ACCORDANCE WITH APPROVED APPLICATION RATES, COVERAGE, AND MANUFACTURES DILUTION RATIO SHALL BE SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL. ENGINEER OF WORK: THE SEA BRIGHT CO. 4322 SEA BRIGHT PLACE CARLSBAD, CA 92008 �(�7" 60) 720 -0098 BY ROBERT 0. SUKUP, RCE 18302 DATE V') CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANNING APPROVAL I a r: utR. urc VV �Y: �nt�ttu �>: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. R. S. 0. S. C. 5. W. I O. S. DESCRIPTION: 2" DISC PT. NO, 1023 LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141' WESTERLY LEFT TURN ISLAND NOSE HORIZONTAL: N/A VERTICAL: N/A BY.'�+/ DA PLANS PREPARED UNDER SUPERVISION OF yc-- DATE: 08/13!15 R.C.E. NO.: 28302 ENGINE ER ROBERT O. SUKUP EXP.: 03131/16 RECOMMENDED: >�� APP VE ® °+rte MASIH MAHER GLENN )PR �nG �i 1014/is DATE DATE EROSION CONTROL DETAILS FOR: 190 MELBA ROAD YEDID RESIDENCE ENCINITAS, CA PLANNING CASE NO: 14 -246 CDP 12308 -G QUAIL GARDENS DRIVE RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 320.417 DATUM: NAVD88 SHEET 4 OF 4 MELBAKV -8 -14-18 00 O O O I O Z d m O 2 C� m In Lv w Q Z 0 Of Lv Lv 0 Z LLJ