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2014-11869 SG (Plans)RIGHT OF WAY NOTE OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF 771E PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER 1S TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY N07E ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL Nyi` 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 774E 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 "REPORT OF PRELIMINARY GE07ECHNICAL INVESTIGATION PROPOSED UPLAND DUPLEX, 452 NORFORK DRIVE, ENCINITAS CA" PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED JANUARY 30, 2014. ALL GRADING SHALL BE DONE IN ACCORANCE WITH 774E 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 W17H IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT 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. Z 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. OR HUMAN OCCUPANCY SHALL HOT BE CONDUCTED BETWEEIN THEI HOURS OF STRUCTURE .•30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION S17E WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR 774E 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. 11869 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF 7HE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR 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 S17F AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UN71L 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 SM007H SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND 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 S17E 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 SHOW ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE 771ERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 771E 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 -2600 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - OMWD - (760) 632 -42)09 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. J. 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 KENNETH APPEL AT (619) 993 -8398, 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 S17E 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. 114E 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 Z 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 PR07EC77VE 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 07H DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALL IMPERVIOUS LANDSCAPE AREAS THE PUBLIC STORM 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 S17E SHALL DRAIN TO APPROVED BMP MP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROU DCOVER PRIOR SITE. TO DISCHARGE FROM THE AREAS ST SLOPE TOWARD 714E APPROVED BMP/1MP FACIL TY AND/OR THE RF/LANDS APED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY 07HER 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 IMPIBMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP Q /8 MP. 6. ALL STORMWATER IMP //BMP FACW71ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED M7HOUT 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 EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY II7H 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 7HE 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 ENVIRONMENTAL N07ES: 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 5.5 FT AND 7HE MAXIMUM VERTICAL HEIGHT OF FILL IS 0 FT 3. A.) AVERAGE DEP7H = VOLUME OF CUT C.F. = 3.5 FT OF CUT AREA OF CUT S.F. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 1 FT OF FILL AREA OF FILL (SF.) EARTHWORK DATA: 1,400 CUBIC YARDS REMEDIAL 240 CUBIC YARDS EXCAVATION CUT 20 CUBIC YARDS EMBANKMENT FILL 220 CUBIC YARDS EXPORT * ESTIMATE DOES NOT INCLUDE STRIPPINGS U77LITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A 7HEORE71CAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION CONSTRUCTION S17E ACCESS Nor SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES 'A SPECIFIC AREA FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL ERU909-ONM 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. CONT... 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 AC77WIlES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -S17E 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 STORMWA7ER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. A CONSTRUCTION IN THE CITY OF ENCINITAS SHALL OF ENCINITAS STORMWATER POLLUTION CONTROL '_L BE AVAILABLE TO EVERYONE WORKING ON SITE. E CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT OWN RESPONSIBILITIES WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPS7ERS WITHOUT LIDS SHALL BE PLACED W17HIN STRUCTURES W17H IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT W17H 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 774E HAZARDOUS WASTE H07LINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM 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 STORMW47ER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. SAN DIEGUITO WATER DISTRICT NOTES 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE N77HIN THE LIMITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET 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. J. 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 WATER AGENCIES' STANDARDS COMMITIE WASC STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELEC7RIC VAULTS 6. ALL WATER SERVICES TO BE CONS77?UC7ED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. Z CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, 774E DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PART'S. & ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. LANDSCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY, THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. EXISTING PROPOSED NET CHANGE IMPERVIOUS AREA IMPERVIOUS AREA BENCHMARK 11,250 SF 15,000 SF +3,750 SF 4,670 SF NET NEW DRIVEWAY & ROAD WIDENING LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY LINE ° PROPOSED SETBACKS - - - - PROPOSED CONTOURS 255 EXISTING CONTOURS - EXISTING PROPERTY LINES - - - -- - EXISTING EASEMENT -- -- -- - AVERAGE LOT SLOPE MEASUREMENT LINE - - - - EXIS71NG EDGE OF PAVEMENT CENTERLINE - EXISITNG SEWER SERVICE EXISTING WATER SERVICE EXISTING MANHOLE EXISTING VACATION DEDICATION EXISTING PCC PAVEMENT DRAINAGE DIRECTION PROPOSED DG SURFACE PROPOSED POROUS PAVERS BY ORCO ORCO AQUA -BRIG OR EQUIVALENT PROPOSED RIP RAP PER SDRSD D -40 PROPOSED AC PAVEMENT APPROVED PROPOSED GRASS PAVER TREATMENT BY ORCO PAVINGTONES OR EQUIVALENT PROPOSED 4° DRAIN PIPE BENCHMARK SDR -35 MIN PLANNING & BUILDING PROPOSED 1' AREA DRAIN APPROVALS BY NOS OR EQUIVALENT ENGINEERING DEPARTMENT PROPOSED SEWER LATERAL - TGL SPS TGL SDRSD SS -01 PROPOSED VEGETATED BMP S' AREA NOT BE MODIFIED CITY OF ENCINITAS SURVEY CONTROL RECORD OF SURVEY NO. 18416 PT. NO. 1042 NAV88 DATUM ELEVATION= 16.938' STAMPED OC 136, 1968 2.5- SD.CO. ENGINEERS DISC IN EAST WING WALL, NORTH END BRIDGE, HWY 101 & SAN EUJO LAGOON. ELEVATION. 16.938' DATUM. NAVD88 PROPOSED RETAINING WALL REVIEWED BY TOP OF WALL TW BOTTOM OF WALL BW ASPHALTIC CONCRETE SURFACE AC TOP OF CURB TIC FLOWIINE FL SEWER MANHOLE SMH WATER VALVE WV FIRE HYDRANT FH POWER POLE PP LIGHT POLE LP FINISHED GRADE FG FINISHED SURFACE FS D � JI OWNER/PERMITTEE DEBBIE UPLAND 1519 SOUTH B STREET SAN MATEO, CA 94402 97E ADDRESS 452 NORFOLK DRIVE ENCINITAS, CA 92007 LEGAL DESCRIP77ON LOT 1 OF MAP 11455 A.P.N.: 261- 280 -01 O - VICINITY MAP I (TB. #1147 -E7) NIS a OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF 7HE IMPROVEMENTS. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE Lam_ DEBBIE UPLAND DATE 1519 SOUTH B STREET SAN MATEO, CA 94402 - - - - - - - - - - SOILS ENGINEER'S CERTIFICATE 1,) Br L_ AJ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL S MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS S17E WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES 19/17/11 AND Vim. 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, l HAVE REVIEWED THESE GRADING PLANS AND CERFY THAT THE RECOMMENDATIONS 1 LUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPOR 7HE ADING PLANS AND SPECIFICATIONS SIGNED: T �@L RCE NO.: 4 6 EXP. DATE: 3 /`I p. Ex . S�O- dkag,v� CHRISTIAN WHEELER ENGINEERING 3980 HOME AVENUE SAN DIEGO, CALIFORNIA 92105 619- 550 -1700 .'CALF STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT 714E WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF 774E 7ECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLITY 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. BY TYLE LAWSON DA 7E RCE No. 80356 PASCO LARET SUITER & ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92074 PLSA 2011F PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solma Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plaaengioeering.com [el No. 80356 w Exp. 12/31/14 BUILDING PERMIT # BMP STATUS: STANDARD AS BUILT ENCINITAS FIRE PROTECTION DIST SAN DIEGUITO WATER DISTRICT PARKS & RECREATION PUBLIC WORKS REWE P BY- TED Y REVI. ?%AY7J TYdR G LAWSON DALE - R.C.E. NO. 80356 l3 D "ATE` EXP. 12 -31 -14 SIGNATURE EXPIRES 2 YEARS AFTER DATEII 50 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN_BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. - TGL SPS TGL Qi AS_ 5u1LT S' l CITY OF ENCINITAS SURVEY CONTROL RECORD OF SURVEY NO. 18416 PT. NO. 1042 NAV88 DATUM ELEVATION= 16.938' STAMPED OC 136, 1968 2.5- SD.CO. ENGINEERS DISC IN EAST WING WALL, NORTH END BRIDGE, HWY 101 & SAN EUJO LAGOON. ELEVATION. 16.938' DATUM. NAVD88 HORIZONAL NIA VERTICAL N REVIEWED BY PLANS PREPARED UNDER THE SUPERVISION OF DATE: S -(S "_ l R.C.E. 140. 80356 R G LAWSON EXP. 12 -31 -14 - RECOMMENDED J1 0 APP ROV BY: � j _ BY _ MASIH MAHER GLENN PRUIPA DATE: 6 /I I / 14 DATE: �/ i y SIMPLIFIED GRADING PLAN FOR: 452 NORFOLK DRIVE PLANNING CASE NO. 13 -025 DR COP A.P.N. #261- 2so -D1 11869 -SG -- - - '' D DA SHEET 1 OF 3 112712014 PLEA 2011F NOTES: / + 1 i 1 ', ' ' ' ' EA SEMEN T INFORMATION: 1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE RESPONSIBILITY OF THE OWNERS. THIS WILL ' ' �+ \ f f\ -- INCLUDE ANY POST- CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DETERMINED TO o �;1 �� ( 1 I/ 5'3 4'E 100 40'; ( / �/ . f �� ,l i �A , i g 14 EASEMENT TO PACIFIC TELEPHONE AND TELEGRAM CO. FOR EITHER OR NEED TO REMAIN PERMANENTLY OR FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL \ \ \ i OPEN SAN ( AREA 8) MGRRANT ED � ❑❑ 80 INGRESS LINES, EUNDERGROUND CONDUITS PURPOSES, TOGETHER WITH THE 23,RIGHT CONSTRUCTION OPERA770NS. ExcEPnNG THERE FROM THE SEWER, 1987 AS DOC. N0. 87- 38084. 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL MEASURES, SUCH AS THE 1 P / WATER AND DRAINAGE EASEMENTS. PROPER MEANS OF DISPOSING OF POLLUTANTS, DIRECTING WAS WATER INTO LANDSCAPING AREAS RATHER 1 i `k:� \ // /� 11 EXISTING WATER EASEMENT GRANTED TO SAN DIEGUiTO IRRIGATION DIST. THAN INTO THE STREET GUTTER OR STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND FEB. 7, 1986 AS F/P 86- 050840 AND CORRECTING DEED RECORDED FEB. 11, OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER, AND EXISTING WATER EASEMENT GRANTED 1986 AS F / P 86- 055051 SPILL CLEAN UP TECHNIQUES. TO SAN DIEGUITO iRRIGA71ON DIST. EXISTING RESIDENCE - ± ! `l r f FEB• 7, 1986 AS F/P 86- 050840 AND To REMAIN j \, t f CORRECTING DEED RECORDED 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK- PILED, THE STOCKPILES WILL 1 S \ FF -1836) I i 1 j i i f / FEB. 11, 1986 AS F/P 86- 055051 BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE TN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER 1 ( ' 6� I ( R R TO COME IN CONTACT WITH AND SUSPEND THE MATERIALS WiTHIN iTS FLOW. IN ADD ON TO THE LOCATION �,��,i \ \ j - / OW qp' W OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE COURSE OF MORE THAN 1 o \ i ; DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE 1 ^ \ _ ___ __! _ ___ i g , '. ; i i CAPABLE OF COMING IN CONTACT KITH THE STOCKPILED MATERIAL. °� � 1 � _ � � = y 24.2' 31 . . \ 11' 12'3' FS -1728 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL of r (FS -183 3) ^ h i\ i f i (,iii � A FS -1730) i ! I,p , \ \ � � � � _ _ _ _ _ � _ _ _ _.. � �-�-�- - - - - - - DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF THE SOiL IS SUFFICIENTLY SATURATED. � y ( } ( �, i 1 �� ( DASHED LINE �\ \,\ EXST AC 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE THAT �� a / PAVEMENT REPRESENTS OVER WATERING IS MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER HEADS KILL BE REPLACED AS FG =184.4 i \ \ f f TO REMAIN EXISTING GRADE � ,, �� (F�178;y) I r� \ \ \ +, � 11 NEEDED, AND IN THE EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS REPAIRS INSTALL STEPPING \, \, ROP QED PEDES�I , EXST. PCC WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN ENTIRELY OR THE STONES DO�N,NS CRX5E` f1 (� RESIDENCES - � AVA � ` � � � � RIBBON GUTTER PLANS NDSC PE FF 184.5 'RESIDENCE \ \` \, A' ON GRAD ANPIP TO REMAIN PROBLEM AREA WILL BE ISOLATED AND TAKEN OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. PAD =1818 \ r \ \ TTO0 PC�C� EL ' NORFOLK DRI VE 6. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS SHALL TG =1✓i2 ; PO SEWER \ \\ \ = \\ \YE�9 : / RO DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECT ON AND DISCHARGE ONTO THE E_ ❑ DECK iE =175 \ NOT TO SCALE ❑ _1�g TG =1809 \\ \ \ \\ \ N % / W STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED tW=18& ' 1 11V FALL IE V VA\ .t7 } +4 FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. Y. BW gv DG TIH i 3 Y Ski i iigll�p E ' = MASONRY RETAINING 1755. i 5 IE =1 A� G�5 V WALL PER SDRSD C -2 7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS A A \ / �N` STQRAGL i 1 \\ �G iAl y� �i i � \r� REM�tIN; � � � 1 \\ �\ �++ . p, i2 p, PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW TG =183 0 A t pp�� RAp > A 2,g f PAVEMENT WIDENING WHERE THE LOCA TON OF THE PROPERTY LINE IS. i - _ AA1 -- 4" AC OVER 6" CLASS 11 BASE 2 5 MAX \ \ �� ,._ 155 HEIGHT,A iE -179. PA CONSTRUCT NON- RErniNING \, I 1ACKING` -1� ,� 1 j - +; �� \C, "�yV A VAREE 8. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 1F NL� INSiA\ ',� 1 OOKS 6 i \�\ \1 AA_V '.+V�v v+,,�- SITE wqu rG -1837 X 7G =183.7 IE =179.5 �`�'ST� �i �4L BiE .nON�, - ry +,1 A \ \,s1'�,vA\�y\ = �,�) �l, �, " + -,, IE= 179.5, i=_ ��GANDCA P / ?m - 9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO PROTECT DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN TW-- 187.0'1 �I I �/ ,PLNS TYN ' ` 111$ � \ `, EXST PCC T plpE'+ SECTION A APPROVED DRAINAGE FACILITY. BW=184.0 FS =1829 ) r P RIBBON GUTTER TG= 1829 - , CO'N3�77RRULT NOT TO SCALE _ _ IE =179.5 _'NON- NON-RETAIN /N�\ \ \ \\ \ , \ �.\ IN PLACE 10. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE FS =183.` 0• CONSTRUCT i' TALL SITE WALL \ 1 5 4" PVC DRAINPIPE GRAVITY WALL "� ; \' i\ \ \ IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. ® I.OX MIN. (TYP.) : = EXISTING RESIDENCE C 9 ' 1 1 i �,\ r- Y SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING EXST. RETAINING GE TO REMAIN . FF= 183.3) 1 =170.0 ,,'1 +,> WALL TO REMAIN I j t :' MASONRY RETAINING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER =184. FS =184.5 2ND FLOOR O \ + •Q \\ ., ti j I, I I / ,AVA WALL PER SDRSD C -2 FS =183 �Q FS =1830 �FF =188.1) ��I �I + [ ��+ \ \VyV A4 WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE CONSTRUCT SEGMENTAL Fs =1842 ASEMENT �� 1� A , V , / PAR C �,1\ \�V \\ 1 OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF RETAINING WALL 4' MAX ��` (1772) / 1i ! 1 \\ C- TG 1825 _ _ EXST. DECtl PORTABLE TOILETS OVER A PERVIOUS SURFACE. HEIGHT PER SDRSD C- + \ Fs =1835 IE 1805 - -- TO REMAIN j \ , i ��- + � I r 1 , � � , \1\ 4 MAX -\ TG =183. T �, I /- (FS=1829) _ p ] ! I ! i HEIGHT \ \1 i 1. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF IE =180.0 , 5• - \ - ,I ► 0AIN PII2 , \ \ \ FS =184 `2 3J - 0z MIN- IT9R „ GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. TW =188.0 , i ! (. _ J T VERTAD: 1 f r 1 J / ! NEW SEWER LATERAL \ \ \ 1 23 - ' U uT�'SERVTCE I i ' i - PER SDRSD SS -01 , \ \ \,\ \ \\ ` 1;, =` PROPOSED 12. A SEPARATE RIGHT -OF -WAY CONSTRUCTION PERMIT SHALL BE OBTAINED FOR DRIVEWAY APRON, CURB, BW =184.4 j ft, 4 ci j ( ) ESQ T B$E �- I w �, LANDSCAPE AREA INSTALL POROUS x . ( 182 , UNDF�RI�QUND � 1 I l � � _ IE LAT =158.68 GUTTER, SIDEWALK AS WELL AS ANY OTHER WORK IN RIGHT -OF -WAY PARKIN ASRHAL �) �' N )/ (1E MAIN=158.5) SECTION B INSTAL AREA (1YP) `` ,' ( IN ALL ( ! ! / ; 1 /` � EXIS7HVG 13. NO GRADING, IMPROVEMENTS OR STORAGE OF MATERIALS SHALL OCCUR AT ANY TIME WITHIN THE " SEWER MANHOLE NOT TO SCALE RECORDED OPEN SPACE EASEMENT. rAll 12 x/Z 8;l s bay �i ? « \ N TALL C X170 % / RIM= 164.25 - gygY f ew-vsa / 4 gyp QE= 158.55) 14. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE j / ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR ; Tit�187.0 ; i �� i / 172 ° _ 1 6,5 R INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER BW- -184.2 p \ r'v _ 811 170J l /` 10 FF =184.5 32 POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. \" EXISTING BROW DITCH * 1833 l D EXISTING PEDESTRIAN PAD 183 8 fF =183 0, EXISTING SURFACE TO REMAIN 175.5 f PATH TO REMAIN ; +, r f -1755 �� S�WCUT I EXISTING DRIVEWAY DI ALL THE WORK PROPOSED ON THIS PLAN 117CIPATED AS WITHIN THE APPLICANTS PROPERTY. IF ANY OR AT DISTURBANCE TO ADJACENT PROPERTIES IS AN FS= 189• I TO REMAIN THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT 7W =1880 ' 1 t` \\ CONSTRUCT ' 1 \, ` + T PRIORITY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. Lu ! ;\' I j r <o ¢ NORF DR . RETAiINING WALL \ ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED > al 184.8 , i 1 , 22�g MA . ER Q TW=185 5 1�I .. f SDRSD. IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE ' C7 BW =185.5 �� 2 �� -� ' � � ®� � 1 �� '�� CONSTRUCT DG PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. WALKWAY a 16. CONTRACTOR TO LOCATE AND POTHOLE EXISTING SEWER MAIN AND LATERALS. 00 EXISTING WOOD STAIR Z / V \I �i ° 5 SEE 11756 -1 FOR SECTION C 17. THE BMP'S INCLUDING BIORETENTION BASIN, GRASS PAVERS AND POROUS PAVERS SHOULD BE p EXISTING CMU WALE I (FS=184,.18) / STREET IMPROVEMENTS EXS :_Ri�BON NOT TO SCALE INSTALLED PER MANUFACTURES RECOMMENDATIONS, AND INSPECTED AND MAINTAINED ON A QUARTERLY u.j / (FS 186.14) T�\ RG TtJ�o I BASIS. BMP'S SHOULD NOT BE PAVED OR ALTERED WTHOUT A CITY PERMIT. f OF PAVEMEl9 EXISTING 1" / \ �O , I VACATION OF DEDICATION 18. PERVIOUS PAVERS SURFACE SHOULD BE SLOPED AWAY FROM STRUCTURES AND ANY OTHER \ \ '� PER RESOLUnON?N0. 2012 -42 SETTLEMENT SENSITIVE IMPROVEMENTS. LATERAL AND 1" ? V �� A % % A V � � D�i� A�. / METER FOR 452 ! 1 �t v V � � 180 RP'1 F NORFOLK DR FIRE NOTES: f DEEP ROOTED, DENSE, DROUGHT _ 1i ALL FlREDAP A ATUS ACCESS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS \ - EXST. TEL RSR \ - EXST. TEL RSR a EXST SIGN / TOLERANT PLANTING SUITABLE THAN 13 FEET 6 INCHES. CRC 503.2.1 EXST. VAULT ,SDGE � FOR WELL DRAINED SOIL VARIES PER PLAN 2. FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT \ ! RETENTION AREA SHALL BE � LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED WiTH AN APPROVED PAVED SURFACE TO PROVIDE PLfBLYC EAS✓FMENT FOR PRtVATE LEVEL AND DEPRESSED A MODIFIED 18 x18 BROOKS BOX g 0 s71�EE�T DOC: 2014 = 017116 _ _ _ - " ALL- WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3 RLDbTt¢ED 4-29 -2014 MIN. OF 12 FROM THE 4" MIN. 2" HARDWOOD MULCH SURROUNDING GRADE 3. THE GRADIENT FOR A FIRE APPARATUS ROADWAY; THIS GRADE SHALL NOT EXCEED 20% GRADES INSTALL DECORATIVE , '\` \, 1_- _� _ - - 18 MIN. ENGINEERED SOIL EXCEEDING 15% (INCLINE OR DECLINE) ON FIRE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED SEE N07E BELOW WITHOUT MITIGATION. PERVIOUS PAVERS BY r I -� ORCO AQUABRIC OR CITY \ \ \' _ _ _ IMPERMEABLE LINER 4. EXISTING FIRE HYDRANT ON THE NORTH EAST CORNER OF NORFOLK DRIVE & ROFESS /p APPROVED EQUIV 2" BEDDING PER \ 3 " -318' GRAVEL EDINBURG AVENUE TOR E PROTECTED IN PLACE. CONTRACTOR TO INSTALL FoeF(t G Lq 9l :. }. 1. .`J. „ M MANUFACTURER'S SPECS 05 Cy,a _ '' _ " " TWO-SIDED BLUE DOT REFLE77VE FIRE HYDRANT MARKERS 4 TO 6 FROM CENTER �� \\ „ 3° PERFORATED PIPE LINE ON HYDRANT SIDE. z " \ \�i v �� ,1 vi V'r ,A + No. 80356 tr \,, �� W FlL1ER FABRIC 4 - 318 GRAVEL ��v - a+,,: +�, A� \,,, +1 �, PERFORATIONS AT THE INVERT Exp. 12�31�14 12' -18" PVC DRAINPIPE PLACE 3" PVC 0 2' O.C. 12 - 112" GRAVEL PER PLAN rTq CIVIC " / " 4" PERFORATED PIPE TO CONNECT TO BROOKS NOTE: "ENGINEERED SOiL" LAYER SHALL BE OF CA��F� BOX NOTE: 4" PIPE SHALL BE CENTERED IN IMP MINIMUM 6" DEEP "SANDY LOAM" SOIL' MIX WITH GRAPHIC SCALE 1 " =20' NATURAL GRADE AND RUN ENTIRE LENGTH OF IMP NO MORE THAN 5% CLAY CONTENT. THE MIX 0001 0001 OR SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST ,, AAp T 0001 0001 11011 BIORETEN TION DETAIL OR HARDWOOD MULCH, AND 20 -30% TOPSOIL PASO® 6/�RE I SUITER 20 0 20 40 60 POROUS PAVERS NOT TO SCALE dL ASSOCIATES - CIVIL ENGINEERING +LAND PLANNING + LANd SURVEYING NOT TO SCALE 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8212 ! EL 858.259.4812 I plaaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED BY DRAWN er cw T er APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO° �TGL 71 As Lt 1 LT - S / 77ZI CITY OF ENCINITAS SURVEY CONTROL RECORD OF PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED ss}° APP RO GRADING PLAN FOR: SURVEY NO. 18416 PT. NO. 1042 NAV88 DATUM ELEVATION = 16.938' STAMPED OC 136, 1968 HORIZONAL 1 -20 81% DATE; SY37H By-' • 1 BY: 452 NORFOLK DRIVE 11 869-SG DATE MASH MAHER GLENN PRUIM 2.5" SD.CO. ENGINEERS DISC IN EAST WING WALL, „ _ R.C.E. NO. 80356 LAGOON. ND BRIDGE; HWY 101 &SAN ELtJO VERTICAL NIA h4tR G LA WSON EXP. 12 -31 -14 4 �1t ( �, PLANNING CASE NO: 13 -025 DR CDP A.P.N. 261- 280 -01 ELEVATION: 16.938' DATUM. NAVD88 DATE: _ � � DATE: /'� / # SHEET 2 OF 3 PLSA 2011F k k � 'ltd •., \ \V`� 1 �r 1 1. F ) / A � 1 + l� I i 1, � �' / ! - �A Na �h . rJ k 111 / 1 X5'34" 100.40' ti 1. / cp � , 7M �I `I i �' I \�V n11A l i o l \ / / \ \ j \ \t El \ \ \ \ \1 \ \ \ \\\ -750 Al 1 i ICI GRAVEL BAGS 1' 1 �, PER DETAIL � _1d I 1 I 1 .� r�,1i,v v V 155 �- \\ - _r' �11111111�1 + �7 -� 1 /�11) i; fIq �I A 'I \ 1f, \ It 1, GRA L AA PER DETAIL roo It s " �V ± ? 'SILT , FEN E 1 V y \ PER TAB] LYZED A \ / ONSTRZUCTION I !� \V\ A\ ENTRMCE PER ,� A V ✓ X2'4 V DETAIL \ \ \ do "1 A �1 \�� V A \% 380 �� P��• I .0� dop \ �` Li , dop fled EROSION CONTROL PLAN SCALE. 1. " =20' GRAPHIC SCALE 1 " =20' 20 0 20 40 60 APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT CITY OF ENCINITAS SURVEY CONTROL RECORD OF DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE RUN/ OFF GAP BETWEEN BAGS ACTS AS SPILLWAY AREA TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL B: GRAVEL BAGS NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC ® _ WIRE _ DETAIL C: SILT FENCE NOT TO SCALE ULN�LV eT VRAWN CT MLMw o. SPS TG - APPROVALS TGL SURVEY 740. 18416 PT. No. 1042 NAV88 DATUM /J PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO) ELEVATION= 18.938' STAMPED OC 136, 1968 HORIZONAL 1 " =20' / (� ' Z %`6 DATE. r &1Y BY.' BY: 2,o 2.5" SD.CO. ENGINEERS DISC IN EAST WING WALT., DATE � R.C.E. NO. 80356 MASIH MAHER GLEM NORTH END BRIDGE; HWY 101 & SAN ELIJO VERTICAL N ER G LAWSON ELEVATION: 16.938' DATUM: NAV988 EXP. 12 -31 -14 DATE: tI /IL /IQ DATE %3 �!1 EROSION CONTROL LEGEND HATCHED AREA REPRESENTS �,: CONSTRUCTION ENTRANCE �• %. • • - • =" =7 - GRAVEL BAGS PER DETAIL A SILT FENCE PER DETAIL B HYDROSEED NOTES 1. HYDROSEEING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL OR STEEPER WHEN THEY AREA: A. THRE 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 HYDROSEEDED GROWTH. J. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING. A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2 20 LBS PER ACRE OF ZORRO FESCUE J. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3BS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 1 2 LB PER ACRE OF DIMORPHOLECA 7 1 MS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS IMTH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 8. 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 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHTH 157. SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.' A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING 17EM 1 ABOVE B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.' 1. ADJUSTING 774E SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. Z THE ADDITION OF SOIL AMENDMENTS PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CO0moNS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. ADJACENT PROPERTY DISTURBANCE NOTE ALL THE WORK PROPOSED ON THIS PLAN IS EN77RELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRI7ING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. ADDITIONAL NOTES i. EROSION CONTOL MEASURES (E.G BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER W1774 MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESC GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024 ) AND ARE APPROVED AS PER PC RES. 2006 -27. No. 80356 Exp. 12/31/14 & ASSOCIATES ICIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING '1535 North Highway 101, Ste A. Solana Beach, CA 92075 Iph 858.259.8212 1 fz 858.259.4812 1 plaaengineering.com CITY OFF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. EROSION CONTROL PLAN FOR: 452 NORFOLK DRIVE 11869 -SG PLANNING CASE NO: 13 -025 DR/CDP A.P.N. #261-280-011 SHEET 3 OF 3 NOTE CONTRACTOR TO MODIFlY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE 314" MIN COARSE AGGREGATE ti A FILTER FABRIC °° ° ORIGINAL W ° GRADE f °'d ° ° ° ° ° AA ° ° WIDTH AS REQUIRED ° ° . ° ° , ° d TO ACCOMODATE ° ° U ° ° ° ° ANTICIPATED TRAFFIC °`�-- J , ° °° ° ° 1.1' MIN., UNLESS OTHERWISE a ° °d° A 4 44 ° SPECIFIED BY A SOILS ENGINEER A SECTION A -A 19' RADIUS MIN. 20' MIN DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE RUN/ OFF GAP BETWEEN BAGS ACTS AS SPILLWAY AREA TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL B: GRAVEL BAGS NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC ® _ WIRE _ DETAIL C: SILT FENCE NOT TO SCALE ULN�LV eT VRAWN CT MLMw o. SPS TG - APPROVALS TGL SURVEY 740. 18416 PT. No. 1042 NAV88 DATUM /J PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO) ELEVATION= 18.938' STAMPED OC 136, 1968 HORIZONAL 1 " =20' / (� ' Z %`6 DATE. r &1Y BY.' BY: 2,o 2.5" SD.CO. ENGINEERS DISC IN EAST WING WALT., DATE � R.C.E. NO. 80356 MASIH MAHER GLEM NORTH END BRIDGE; HWY 101 & SAN ELIJO VERTICAL N ER G LAWSON ELEVATION: 16.938' DATUM: NAV988 EXP. 12 -31 -14 DATE: tI /IL /IQ DATE %3 �!1 EROSION CONTROL LEGEND HATCHED AREA REPRESENTS �,: CONSTRUCTION ENTRANCE �• %. • • - • =" =7 - GRAVEL BAGS PER DETAIL A SILT FENCE PER DETAIL B HYDROSEED NOTES 1. HYDROSEEING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL OR STEEPER WHEN THEY AREA: A. THRE 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 HYDROSEEDED GROWTH. J. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING. A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2 20 LBS PER ACRE OF ZORRO FESCUE J. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3BS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 1 2 LB PER ACRE OF DIMORPHOLECA 7 1 MS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS IMTH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 8. 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 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHTH 157. SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.' A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING 17EM 1 ABOVE B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.' 1. ADJUSTING 774E SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. Z THE ADDITION OF SOIL AMENDMENTS PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CO0moNS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. ADJACENT PROPERTY DISTURBANCE NOTE ALL THE WORK PROPOSED ON THIS PLAN IS EN77RELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRI7ING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. ADDITIONAL NOTES i. EROSION CONTOL MEASURES (E.G BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER W1774 MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESC GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024 ) AND ARE APPROVED AS PER PC RES. 2006 -27. No. 80356 Exp. 12/31/14 & ASSOCIATES ICIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING '1535 North Highway 101, Ste A. Solana Beach, CA 92075 Iph 858.259.8212 1 fz 858.259.4812 1 plaaengineering.com CITY OFF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. EROSION CONTROL PLAN FOR: 452 NORFOLK DRIVE 11869 -SG PLANNING CASE NO: 13 -025 DR/CDP A.P.N. #261-280-011 SHEET 3 OF 3