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2013 11628 G (Plans)I -5 RIGHT OF WAY NOTE NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER L.J. NEPTUNE PROPERTIES, LLC OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON CONCRETE WASHOUT A CALIFORNIA LIMITED LIABILITY COMPANY N HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE C/O BOB ACKS ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES, IT IS THE RESPONSIBILITY OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, 5618 COPLEY DRIVE, SAN DIEGO, CA 92111 Z G L OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL n EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S POST A SIGN DESIGNATING THE WASHOUT LOCATION. SITE ADDRESS O Z DRAINAGE NOTE RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR 741 HYMETTUS AVE. TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CONSTRUCTION SITE ACCESS ENCINITAS, CA 92024 NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS COMMENCEMENT OF WORK: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT APN 256- 252 -42 THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK ANDIOR CO N �' SITE m TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO A. SEWERS - LEUCADIA WASTEWATER DISTRICT - (760) 753 -0155 TRACKING DIRT OFF SITE. CORRUGATED STEEL AN APPROVED DRAINAGE FACILITY. B. GAS & ELECTRIC - SDGE - (760) 438 -6200 PANELS /PLATES. N Z y 0 LEGAL DESCRIPTION L O C. WATER -SAN DIEGUITO MWD - (760) 633 -2709 � y UTILITY NOTE D. TELEPHONE - SBC BELL - (760)- 489 -3411 CONSTRUCTION VEHICLES PARCEL 1 OF PARCEL MAP NO. 14416 Z E. CABLE TV - COX COMMUNICATIONS- (760) 806 -9809 X -2233 A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES IN THE CITY OF ENCINITAS, COUNTY N < ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. OF SAN DIEGO, STATE OF CALIFORNIA, 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY GENERAL NOTES WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. EROSION CONTROL OWNER'S CERTIFICATE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE m 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL VICINITY MAP ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REJECTION AND REMOVAL. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF NO SCALE REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER, THE SITE. INSPECTION. THOM. BROS. PG. 1 148 A -5 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL 2. THE SOILS REPORT TITLED "PROPOSED RIDENTIAL BUILDING SITE" PREPARED BY SOIL TESTERS EROSION CONTROL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. DATED 1/2/13, AND UPDATED DATED NIA PROJECT # 1147B4 -12 SHALL BE CONSIDERED AS A PART SIGNATURE:�N/f DATE: OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN BANDY AT (858) 344 -0037, REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN ROBERT ACKS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 24 HOURS A DAY. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS L.J. NEPTUNE PROPERTIES, LLC NOTE: SOILS ENGINEER TO BE RETAINED TO CHECK FOOTING EXCAVATION. UNNECESSARILY; THEY HELP DECREASE EROSION. A CALIFORNIA LIMITED LIABILITY COMPANY 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE SOILS ENGINEER'S CERTIFICATE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID EROSION CONTROL PURPOSE. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. GRASSES TO SHIEI v AND BIND THE SOIL. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE I, CHIN C. CHEN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN GRADING. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTI``ITIES ARE COMPLETE. THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 1 -2 -/ 3 AND FOR 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT ENGINEERING INSPECTOR. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. AN UPDATE ON N/A . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REPLACED OR REPAIRED TO CONDITION 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO ON -SITE CONSTRUCTION MATERIAL STORAGE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS EXISTING PRIOR TO GRADING. THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. STORED MA FERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT BENCH MARK WHICH IS CONTAINMENT FOR ALL FUEI "'^. .EP `-N[ SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES SIGNED: DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACC ED BY A REGISTERED CIVIL REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. 4P O ENGINEER OR LICENSED LAND CIRCUMSTANCES WHICH MAY ARISE. RCE NO.: C .IfYf/ by STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN ti y, SURVEYOR. INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A EXP. DATE: 17-3 PREVENT C3a 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING C 34442 n �� Q'3c ui * SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL TRAINING JOB #: 1147B4 -12 SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR CMV `Q �OF INCORPORATED HEREON. WITH THE CfIY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE SOILS TESTERS q�OF rAL;Fd�i A 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN g, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM P.Q. BOX 1195 OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SLOPE AT THE CONCLUSION OF EACH WORK DAY. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. LAKESIDE, CA 92040 SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. (619) 443 -0060 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WASTE MANAGEMENT 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A CITY INSPECTOR, MEETING HAS BEEN WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION HELD ENGINEER, G WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. STATEMENT OF ENGINEER OF WORK SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH 10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS, THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE ENGINEER FOR THE PROPOSED HAUL ROUTE, THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL DRAIN SYSTEM. APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS BE PROVIDED STATING: "THE GRADING UNDER PERMIT MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO OR DESIGN OF IMPROVEMENTS BASED THEREON, THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS NO. -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND OPERATION. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES SITE. ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE J �' 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS, CONTRACTOR SHALL SIGNATURE:(] VCJIA c� ' DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND /OR THE TURF /LANDSCAPED AREAS. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS DATE: . ' . !0 ' AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED SURFACES. ROBERT 0. SUKUP AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA THE SEA BRIGHT COMPANY `" OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE 4322 SEA BRIGHT PLACE, CARLSBAD, CA 92008 � �' ?`I m FOR THEIR INTENDED USE. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2 % CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE PHONE NUMBER: (760) 720 -0098 b� ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE , RCE NO: 28302 EXPIRES: 03/31/14 IT TO AN ADEQUATE IMP /BMP. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE � I 1 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. Lr No 0p2W02 sy DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID ,13/I{ / *, DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT WITHOUT A PERMIT FROM THE CITY. IMPERVIOUS AREA ti DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY SAN DIEGUITO WD NOTES: IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1,251 SQFT REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. IMPERVIOUS AREA AFTER CONSTRUCTION: 5,394 SQFT 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 1.. REVIEW OF THIS PLAN BY SAN DIEGUITO WD DOES NOT CONSTITUTE A REPRESENTATION AS TO THE INCREASE IN IMPERVIOUS AREA: 4,143 SQFT ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE g, ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR M MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE M STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. IMPERVIOUS AREA REPLACED: 24 SQFT TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR PROPOSED COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED PLACE, SPREAD, WATFR AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE UNLESS WRITTEN PERMISSION IS GIVEN BY SAN DIEGUITO WD. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY GREASE SEPARATOR AND IS THEN FILTERED THROUGH A AN ADEQUATELY SIZED OIL / ' BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT THROUGH (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER FACILITIES MUST MEET CURRENT SAN DIEGUITO WD STANDARDS. IF FACILITIES DO NOT MEET STANDARDS EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE, REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN REQUIRED FOR THIS STRUCTURE. ACCORDANCE WITH THE GRADING ORDINANCE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES. BMP PROJECT STATUS 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND �"" OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT EARTHWORK DATA ELECTRIC VAULTS. t HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 18% AS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY MAXIMUM VERTICAL DEPTH OF CUT = 1' 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS STANDARD ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. MAXIMUM VERTICAL DEPTH OF FILL = 3' MUST BE IN FRONT OF PARCEL THEY ARE SERVING. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN CUT = 30 C.Y. FILL = 225 C.Y. FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY IMPORT =195 C.Y. LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO W. D. ENCINITAS FIRE DEPARTMENT PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED REMEDIAL = 625 C.Y. = R &R 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. wO D.rlr:cfiE��in ATE SI DATE SIGN DA E 'SIGN DATE GN DATE SIGN DATE DE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL SIGNED BY: DRAWN BY R. O. S. CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. R. O. S. K. P. S. , AS SMUT N a -1946 _4[W-2AW DESCRIPTION: 2.5" DISK, BM #1024 PLANS PREPARED UNDER SUPERVISION OF RECOMMEN( D:S� APP D: GRADING AND EROSION PLAN FOR: LOCATION: S.E. CORNER LEUCADIA BLVD. HORIZONTAL: NIA DATE: 10/30113 �^ �l // BANDY RESIDENCE & ORPHEUS ST., IN SOUTHERLY SIDEWALK, �% 37' E. OF SIGNAL VERTICAL: N /A_ NIA `• R.C.E. NO.: 28302 MASIH MAHER GLENN PRUIM 741 HYMETTUS 11628 -G RECORD FROM: CITY OF ENCINITAS B.M. ENGINEER 112/14 ENC. /PUBUC/yyy✓✓✓oORR DIRECTOR ROBERT O. SUKUP 10 �� , A APN 256- 252 -42 ELEVATION: 178.543 DATUM: NAVD88 EXP.: 03/31/14 DATE IIATF r of AAiAUAin nAnr ,,.,., ELI A Ar A 3208 \GPLAN_10 -30 -13 1 00 O O O N O CD u Q 11 O H C7 E' m W Q7 W 2 W Q Z (n of W W Z Z W MAXIMUM WATMYL ALL.aUJANGC NAMA C,ALGVLA tIdN I •T6= t-VA PO- TRAW3PIRA- r101.► ►N "IYEAfL = 9Z•9 r4R, ENGINITAS .6Z.= couq(_:R,b1uKi t-AcY®►_ -T0 GALL.ONS J 0 / GRPpE NS "j �'T AO UuST M` WT FAC i ®R. FOR ?LAN, rAC,- 1'C1R5 I IRRl GATION Ll°r-f clu- -7 V=I REM -LA:- LA Rl o S C. A P� ►0 A Re i4 MN1g(PI�ORpPNC NG ' °, ��i' so W ON L0j 9E PC NP fv .3 = ADDITIONAL ST AIJ7USTMENJ -r F�AC`TOM FDR, 5 IAL L,4t4b!;cAP� ppVERc ZoWNER \DNS M� �r \(�pC`f� a v Q +olOD� � a;g4ob�c gyp, F ".:.`- LEGEND E M I� REA 5 I • v - . 7 .3) gY N E CROP` �p�ENP4yy, 1rr °• W \SN RE OAP `S 'l1E A • o .•o p M 70 t7 SON, a a ! MOVE EXST \N CONCRETE SL►Qa 5P�11asL- LAN SOAPS �� PECO�O p' } ^1 a,•1.0! QaO� 30 s RE (BEESNj \0 \NPGE RE u p o r 4" I1 g \OR`0� pRP� �NE C�{ FLUSH CURB Q "e s PVC ZO 9' Of \ RO`'S f 1NS FROG N ev NO'A` Wt~ ?!RV°` KO LANti05C,AP� AR Ac PR.OPOW�b 9 ?NCIL r\ e �� g' R 8" PERM\ ERIC P 5 8 d 1B iR� p \\. 0`1E�OUq AQUA PAVER 5 A A A R THAN 'T�ANI SLA 7510 SA51N-S WHICH ?'7'7 5.F, 1416 0 .Y �9 N ,02 nB� ° \- Roc,K 3twALti o oeoo �°' „ N e e �� FG ^ TNER �011� I WILD USE A F'AGT02 of 1,0 RK THE 51.4 "'' .r ` $ `°G wp .3 So,:. 4 PVC - - \ LO S FG DRAIN INLETS ❑ , 11 MAuIA = , 42•� (.6Z) [0'7 x O t 1 u 37 =1368 GAL ►J ENp cat \vR� r aL 38g, 146 ,1""�9 1 5 p5' SOS Foy a ,� y 1� SPw \ �°cua� 45 2 FC ?� h PP�ERS 147V PRpGE COaG0. O a 1,, 5• cr; \V FC °; ,1454 5 AO Pf�1\ b� u p�J14 ^ 143 1k10 rn, '� 11 ff� 143.0 h cam' 9 p.5 NOSE• "� \ �' P - S vE ..{ °� 1� \ EXS� 1A\ � 0 0. \K ` \ SPA _ ° .{, _i �< w 3'X3',RIP RAP 30 400 8 140.8 , r. Vt1N vs +y a $ L0 t 7' X 16' WIDE BIORETENTION BASIN gay'- LNE 5 Z 1ph l Q 145 CZ' FOR TREATMENT OF CROSS LOT" DRAINAGE SCR \p 1k63' �, F�' �6 P -1`'0 140. ~ ��� 12 ENG. SOIL OVER 18 OF 1 GRAVEL NOT N P \ \ a 1 TO BEiALTERED WITHOUT PERMIT FROM THE CITY wv �� \ \ 1N5I R �AL�E` „ G r rn, SCALE 1"=10' - Z 4l 146 � 145 m 1 +50 ,! �AA'v ` �R k44.9 1 4y0 14 '�R OONyN Cy) 2'X4' RIP RAP ° 3 "' ROCK 12 T ,2O 'o °, �E W� oy 141.4 °g0`ISCA 0. w �o a `'S �� , . \� �� PER W ; o ro �c5 1 Mrr� pOAVO ^' 0' 10' 20' 30' 40' o_ to q �„� �j / 0 1+42 \ \ ��\ FCi� 1w C.f? ^ ' � ` v �� LJDO 1 \\ r V / p 1M 5 JAPNA s� ! A Rd PtJ� �ECOR�� EM '1 P4 ' � H ®MEOV�N�R �Esi L�ANpscAP� PRAGTICE.S NC Pp \ � 4 .`.• � �- �� ���' 1 � � , Flo 3� R I. USE NA i 10►E PLANTS WHEES FF-A518LE 5 � �,Lg '. \ � / � oi31� � (> � E Off' ENS 2. USE IURAUGH°1' iOLER•AI�iT F'Lla11JTS• �'�,r •0' PER y13 10 i 3• IN STALL PL.ANT5 W IT+i 51 M IL.AIZ WAT'EIZ NESpS (WITHIN r+ie \ 12 \N �� �E 1 E5 K 741614" E �t \L\� `'103 SAME IIR�IGATION �ON�. 47.52 147.36 tAP`S �1NGa p,1a0 RECORD / �I• UT1I,Iv=6 A UJE�oT1aE213ASEID� ►�OISTeJR1= 5�1J61T1VE \ �1� �G FL N,F,iF �c.S Of 15 N \a84o R,6, / ,/ 00 M I ,R.11GA-r10N C,0QTRW("UC- (L, . BEG \N \ 3 ®0 �j b 2 �� �5 pc� ENS / 0 PPRS �MH 1 xOj gA i�' y��l1A� PER / O O G. INSTALL RAIN SEIJ SOBS 'Ft712 -TiNC CON 120L.L ^EIZS (o. ELIMIWATe c7vE2SP2A`/ ONTO IMPEI (10US 5U2FAcF_Z• �E� owDO3� °EwP�ER 7. ELIMI►)ATIe RUAOV* OKM TOE STMET IeROW) MRICOATep ARGA5 �E� Pp \ifM a340 \ / NOTE: o 8. 1J7IL1?E: SVSSOM� Ct; IRR•IGA7109 LuiIER•S WAkkANTeO. P pWG # \ �� 1. ANY PUBLIC OR PRIVATE ROAD IMPROVEMENT THAT ARE CL R/W cfl „ / DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED 'J. PROV IPI 2 OF MULCH EN LAN b SCAPe b AREAS FOR. Weer] UMT Ito L- pC11 �\ TO THE SATISFACTION OF THE ENGINEERING INSPECTOR AND MO1%TWRE RETGNTIOKI ^ 0� w, 14.5' S 5 2.5 Q �Q \ 2. CONTRACTOR TO CCN EXISTING SEINER LATERAL PRIOR Z _ _ _ h ✓ TO MAKING CONNECTION PER LWD S -25 TO VERIFY 3, W. 14AVE A SOILS ANAu/Si S DONe 70 IOETffR,MINI NEEDED AMIatbl®NIEOFTS \ INTEGRITY OF LATERAL To PrLOMOTE G'IROW71i \ 30' s- 6- O U 11. UT1LIIFG, NEW wA-rG L E.FFI CIEN-r GRASSSs IF TtteY ARG PAR,i ` I- \ 6ASfN to /!c= PLAN /GO wtrH 2- �� 2% 5� 2% 2% _ ®F -THE LANbzcAP�� zcAeMG- NATIVE.0Aov &Nr. foLFitANr a-3" NAAaw000 M. ELIM►NA'TL- LOUD HEAD ORAINAGb WiAER.5 VOSSIML.E. 30 Q�Foss ►,yq PLMurs�tsn.�rssIts �raasc.�" MI nnu�cw ExIST cb�aIrCC�D m 10 MIN EDGE ELEV AC 6 °X16" N 13. PROVIDE, AN. AcCE 55113Uc MANUAL S1°IU -' OVF VALVE FoL TNT ��� � ?n \ \� �� � CURB to CURB iImGA71011I SY57eN1 No.coze3a2 12- ENG. SOIL AQUA -ERIC PAVERS BY ORCO In ExP. 3131 14 (OR EQUAL) SET OVER 1- BEDDING Ld 111. PIZOV1p� REGULA� G�EC(<S OF TiI� IRi�lG/QT1OM SVSTM TU �p aQ 18 " -1" GRAVEL COURSE, OVER 4- BASE COURSE, Z Ds'T�.C.`T V3tZOr'Ew OM %AID AEADS• CGA \FO�� � OVER 90% COMPACTED SUBGRADE F- BIORETENTION BASIN DETAIL SECTION A -A Li a 3208 \GPLAN_10 -30 -13 z CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROV S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. (n R. 0. S. K. P. S. R. 0. S. 1. S BUILT 'ipI DESCRIPTION: 2.5" DISK. BM #1024 LOCATION: S.E. CORNER LEUCADIA BLVD & ORPHEUS ST., IN SOUTHERLY SIDEWALK, HORIZONTAL:1 " =10' VERTICAL: 1" = 10' N/A PLANS PREPARED UNDER SUPERVISION OF DATE: 10/30/13 /� J' � � l , R.C.E. NO.: 28302 ENGINEER ROBERT O. SUKUP EXP.: 03/31/14 RECOMMENDS AP D; �/AHER � MASIH MAHER GLENN PRUIM ENG.IPU L W RKS DIRECTOR 12 I i 4 %%�iy DATE DATE GRADING AND EROSION PLAN FOR: BANDY RESIDENCE 741 HYMETTUS APN 256- 252 -42 PI dkIkimr, r`ACG Airy I4 AMo nmo 11628 -G w W Z U z Lij 3T E. OF SIGNAL RECORD FROM: CITY OF ENCINITAS B.M. ELEVATION: 178.543 DATUM: NAVD88 CYCCT 7 P1C 9 3208 \GPLAN_10 -30 -13 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 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% 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. CHANGE NO, SLOPE STABILIZATION USE EITHER ONE OF THE CHOICES BELOW OR SHOW BOTH OPTIONS & LET CONTRACTOR CHOOSE GEOTEXTILE MAT MATS /BLANKETS SHOULD '.v , v v v '✓ BE INSTALLED VERTICALLY - DOWN SLOPE. TAMP SOIL OVER w MAT /etgNKET Ilk, p `4y0 p p. q ! alz �L o p `. p p p (_ o 0 n o 412^ / 000mm) o - ° o .. p s MIN. 4•. p o MINA") OVERLAP O ° 8 "(150mm) o (40mm) - �, 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 100% 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 Al LEAST 24 HOURS BEFORE OR AFTER RAINFALL AND SHALL BE 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. SPILLWAY SUPP Y WATER TO WASH WHEE S IF NECESSARY USE GRAVEL BAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO \ BASIN AS REQUIRED p Q o 0 2 " -3" 50 -75mm j ao ( COURS� AGGREGATE 3 6m�N MIN. 6 (150mm) THICK �— DIVERSION RIDGE 50' MIN. (15m) w? d W, a r APPLIED TO PROVIDE 100% COVERAGE (LE. APPLIED FROM MULTIPLE DIRECTIONS AND ANGLES). r, c - o ,,. gv THE APPLICATION AREA MUST BE PROTECTED BY BROW DITCHES AND OR DIVERSION BERMS AT ., A)- sc° 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, 1A'_ SILT FENCES. SFM WILL NOT BE CONSIDERED PERMANENT UNTIL 70% VEGETATION ESTABLISHMENT. A SILT FENCE IS A TEMPORARY SEDIMENT BARRIER CONSISTING OF FILTER FABRIC STRETCHED; A COVERAGE AND CONCENTRATION: FOR EACH ACRE COVERED THE MINIMUM APPLICATION VOLUME ` ACROSS AND ATTACHED TO SUPPORTING POSTS, ENTRENCHED, AND, DEPENDING UPON THE . SHALL BE GALLONS NON —TOXIC WATER — PERMEABLE SOIL—STABILIZING . LI UID EMULSION WITH�`E� " = -E STRENGTH OF THE FABRICATED, SUPPORTED WITH WIRE FENCE. SILT FENCES MAY BE USED Q �� � ,A � FOR PERIMETER CONTROL, PLACED UPSTREAM OF THE POINT (S) OF THE DISCHARGE OF 3,000 LBS. OF HYDRAULIC MULCH. THE EMULSION MUST BE DESIGNED TO PROTECT SOIL, PREVENT . : sAA, NQ a `, SHEET FLOW FROM A SITE. THEY MAY ALSO BE USED AS INTERIOR CONTROLS BELOW EROSION, AND FLOCCULATE (CLUMP) SEDIMENT.'` rA " 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. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THE SFM' WAS INSTALLED IN ACCORDANCE mx SILT FENCES ARE GENERALLY INEFFECTIVE IN LOCATIONS WHERE THE FLOW IS CONCENTRATED WITH APPROVED APPLICATION RATES, COVERAGE, AND MANUFACTURES DILUTION RATIO SHALL BE v it mm Ka or SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL '° '' AND ARE ONLY APPLICABLE FOR SHEET OR OVERLAND FLOWS. '4t 00 X W 0 EXTRA STRENGTH FILTER FABRIC MERGE INTO ADJACENT NEEDED WITHOUT WIRE MESH SUPPORT SLOPE OR RISING GROUND, y- 3' MAX. o STEEL OR 2' MINA z WOOD POST F y �\� �, 0 ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST --�--7 ., DESCRIPTION AF 3208 \GPLAN- 10 -30 -13 r� W" POR f.; ;,.'.:' ` THREE LAYERS OF GRAVEL BAGS too W ' WITH ENDS OVE PPED '§ :. .. RLA t� .., = , y' �' •N.t I �1 O yt�$ AS. 'dA • \ 1,.. '. � L 10' (3ml MAXIMUM SPACING WITH GRADE INTERVAL A a, m WJREE SUPPORT FENCE N 6 (1.8m) MAXIMUM SPACING WITHOUT LESS THAN 2% AS REQUIRED /200 "MAX. FE spy E 2% TO 4% 100 FEET oQ $+ �l Q WIRE SUPPORT FENCE 50 FEET ��``� ' ¢�G® SCALE 1 —20 fn 4% TO 10% OVER 10% 25 FEET y m NOTE: � w _ PLACE GRAVEL BAGS PER INTERVAL SHOWN ABOVE Exv'3I31 Iq AS INDICATED ON PLAN �OF OL1C0 0' 20' 40' 60' 80' GRAVEL BAG CHECK DAM NOT TO SCALE Z DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROV LS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. R. O. S. I K. P. S. I R. O. S. DESCRIPTION: 2.5" DISK, BM #1024 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: APP D: GRADING AND EROSION PLAN FOR: � W LOCATION: S.E. CORNER LEUCADIA BLVD. & ORPHEUS ST., IN SOUTHERLY SIDEWALK. HORIZONTAL: 1" = 10' /'�) DATE. 10/30/13 M' BANDY RESIDENCE 11628 -G W Z 3T E. OF SIGNAL VERTICAL: 1 "= 10' N/A ✓ R.C.E. ENGINES NO.: 28302 R MASIH MAHER 1 � 2 / 14 GLENN PRUIM ENG. /PUBLI W KS DIRECTOR �$y 741 HYMETTUS APN 256- 252 -42 U' z RECORD FROM: CITY OF ENCINITAS B.M. ELEVATION: 178.543 DATUM: NAVD88 ROBERT O. SUKUP EXP.: 03!31114 DATE DATE PLANNING CASE NO: 13 -022 C W SHEET 3 OF 3