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2015-12440 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL WITH WAY PLANS. SHALL BE REQUIRED IN CONJUNCTION T IMPROVEMENT STORMWATER POLLUTION CONTROL POST BMP NOTES RELATIVE TO CONSTRUCTION OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAVID BAUER AT TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC (619) 520 -2077, 24 HOURS A DAY. ACTIVITIES RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP ANY SHRINKAGE AND BENRE ENTED BY PLANTINGDFASST- GROWNG ANNUAL AND POERENNALOGIRASSESLL WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE CONCRETE WASHOUT: THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO DRAINAGE NOTE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY WASH CONCRETE, SLURRY, MORTAR, STUCCO, C C O, PLASTER AND THE LIKE INTO 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. THE STORMWATER CONVEYANCE SYSTEM ANY RECEIVING WATER. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE CONSTRUCTION SITE ACCESS: A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVAL OF THE ENGINEERING INSPECTOR. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES APPROVED DRAINAGE FACILITY. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL UTILITY NOTE NG OF THE CITY ENGINEER AFTER EACH RONKIO INCLUDE USIING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH F PRODU ING RAINFALL. SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES O CONSTRUCTION VEHICLES: 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF MILE OF MAYO REQUIRED BY THE CITY ENGINEER DUE AN INCOMPLETE GRADING A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED GRADING NOTES OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. PARKING THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE EQUIPMENT MAINITT ALL REPAIRSESHALLEBEM DEDOFFF -SITE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE OR ARE POTENTIALLY UNSAFE. BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF PRIOR TO ANY REQUEST FOR INSPECTION. PLAN SHALL BE INCORPORATED HEREON. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 2. INTENTIONALLY LEFT BLANK. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL AND R REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE AFTER EACH RAINFALL. OF THE NATURAL GROUND COVER DO NOT REMOVE TREES OR SHRUBS 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN SLOPE ON -SITE = 2H UNNECESSARILY; THEY HELP DECREASE EROSION. WITH WAY PLANS. SHALL BE REQUIRED IN CONJUNCTION T IMPROVEMENT STORMWATER POLLUTION CONTROL POST DEPTH OF FILL = 0 CUT = 95 C.Y. FILL = 0 C.Y. EXPORT = 95 C.Y. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. CONSTRUCTION BMP /IMP NOTES IS IMMEDIATELY DO NOT REFLECT ANY SHRINKAGE AND BENRE ENTED BY PLANTINGDFASST- GROWNG ANNUAL AND POERENNALOGIRASSESLL 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO TO SHIELD AND BIND THE SOIL. PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS GRADING ACTIVITIES ARE COMPLETE. EXISTING PRIOR TO GRADING. AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT 7. THE: CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH PRIOR TO DISCHARGE FROM THE SITE. E. ALL IMPERVIOUS A US REAS MUST SLOPE TOWARD SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR STANDARDS, LAWS AND REGULATIONS. THE APPROVED BMP IMP FA I ITY CL AND/OR THE TURF LANDSCAPED AREAS. REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF MILE OF STOCKPILES MAY INCLUDE SOIL PARING MATERIALS ASPHALT CONCRETE �1/2) CTTED BETWEEN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN CITY RECOGNIZED HOLIDAYS. IMP /BMP. INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS E SLOPE TOWARD THE IMP BMP AREA BARRIER AROUND THE PERIMETER AT ALL TIMES. MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT TRAINING: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED ALTERED WITHOUT A PERMIT FROM THE CITY. SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL PRIME CONTRACTOR M BI RS SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN ABOUT STORMWATER REQUIREMENTS ND THEIR OWN RESPONSIBILITIES. PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT AND R REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE BE OBTAINED. WASTE MANAGEMENT: HAULING OPERATION. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. „ „ AN AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: THE GRADING ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE UNDER', PERMIT 12440 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC ANY TRASH MATERIAL. EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO E U SUPERVISION OINSH SAN DIEG UITO WATER DISTRICT NOTES I WASTE. FOR AANDERTHAT SN OPINION, ALL EMBANKMENTS AO D XDCAVATIONS ARE INFORMATION ONE DISPOSAL OF HDAZAO DOUSE MATER ALA CAOLLSTHE HAZARDOUS ACCEPTABLE FOR THEIR INTENDED USE. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE COMMITTEE (WASC). POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE RECYCLING RECEPTACLES AROUND THE SITE. PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE STRUCTURE WITHIN THE FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY BEEN INSTALLED. LIMITS OF THIS PROJECT . CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE INLETS ON PERVIOUS SURFACES. SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR ALL CONSTRUCTION DEBRIS SHALL KEPT AWAY FROM THE STREET, GUTTER, ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE AND RAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE H SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MATERIAL RIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY BE THE CONTRACTOR'S RESPONSIBILITY TO ER AND COMPACT THE FILL IN STRICT ACCORDANCE ETC. WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST OF ENCINITAS AT (760) 633 -2770. WITH SPECIFICATIONS. MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF NOTIFICATIONS FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO STANDARDS AT THE OWNER'S EXPENSE. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT SERVICES. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND AND SAN DIEGO A A GAS AND ELECTRIC VAULTS. IT I SITE. S THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR GRADING ORDINANCE. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. COMMENCEMENT OF WORK: 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL A. SEWERS - CSD - (760)- 633 -2770 BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL D. TELEPHONE - SBC BELL - (760)- 489 -3411 APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS MATERIALS TO BE NO -LEAD BRASS PARTS. E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IMPER VIO US AREA WILL BE SUBJECT TO REJECTION AND REMOVAL. 0 WNER/PERMITTEE JOSE G. NUNEZ -ROCHA 2310 EDINBURG AVENUE ENCINITAS, CA 92024 SITE ADDRESS 2310 EDINBURG AVENUE CARDIFF BY THE SEA, CA 92007 LEGAL DESCRIPTION LOTS 3 AND 4, IN BLOCK 12, OF CARDIFF, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL MAP THEREOF NO. 1298, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON NOVEMBER 14, 1910, O WNERS CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE: SIGNATURE: DATE: -- I z `1 j � - - - - -- DATE: _4_qjL�-- - - - - -- SOILS ENGINEER'S CERTIFICATE I, ERIN RIST, THE PROJECT SOILS ENGINEER HAS BEEN RETAINED AND SHALL PROVIDE GEOTECHNICAL RECOMMENDATIONS AND UPGRADE ANY CONDITIONS AS DEEMED NECESSARY AS PART OF THE IMPLEMENTATION OF PROJECT PLANS IN ACCORDANCE WITH EARTHWORK OBSERVATION AND TESTING SERVICES LETTER PREPARED IN ASSOCIATION WITH THIS PROJECT DATED DECEMBER 15, 2015. SIGNED: '_- ry � - - - - --�Y- = - -- - - - - -- 4 - � E. it @� Q,stJ .� RCE N 0.. 65122 ti EXP. DATE: 9-30-17 u. � 55122 mlk --------------- - - - - -- ENGINEERING DESIGN GROUP 2121 MONTIEL ROAD ��yr cam® ®Q� F F SAN s MARCOS CA 92069 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 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 THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY 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: STEVEN R_ DATE RCE 65124 EARTHWORK DATA STEEPEST EXISTING SLOPE ON -SITE = 2H MAXIMUM VERTICAL DEPTH OF CUT = 2.5' MAXIMUM VERTICAL DEPTH OF FILL = 0 CUT = 95 C.Y. FILL = 0 C.Y. EXPORT = 95 C.Y. PROPOSED REMEDIAL = 0 C.Y. PROPOSED QUANTITIES SHOWN DO NOT REFLECT ANY SHRINKAGE AND SWELL FACTORS SHEET INDEX SHEET NO. 1 TITLE SHEET SHEET NO. 2 GRADING AND DRAINAGE PLAN SHEET NO. 3 EROSION CONTROL PLAN 1V Y 10114 1 m" NOT TO SCALE LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY EXISTING EASEMENT PROPOSED CONTOURS 255 EXISTING CONTOURS EXISTING EDGE OF PAVEMENT CENTERLINE - EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING RETAINING WALL EXISTING FENCE PROPOSED KEYSTONE WALL PROPOSED CMU RETAINING WALL DRAINAGE DIRECTION FLOWLINE SWALE PROPOSED PAVEMENT TRENCH REPAIR PROPOSED PERMEABLE PAVERS 2" GRIND AND HOT MIX ASPHALT PAVING PCC (CONCRETE) HARDSCAPE S 0 �o QPp FE SSj R . pNti F2 SfEVn z. 3oa ( c � �s1z4 � BMP PROJECT STATUS w No. 65124 m Exp. 09/30/17 STANDARD STq OF CA IFOP�P IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE EXISTING IMPERVIOUS AREA: 3,064 SF FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMEN ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA PROPOSED IMPERVIOUS AREA: 3,226 SF (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE INCREASE IN IMPERVIOUS AREA: 162 SF COASTAL LAND SOLUTIONS, INC. TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT IMPERVIOUS AREA REPLACED: 3,064 SF CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. �S 577 SECOND STREET EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, ENCINITAS, CA 92024 / T MUST NOT O DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS PH (760) 230 -6025 SIG �.�'��OT �SI /r� �¢� 1 -- -_� 1� - -- - /I /6 '7 � THE TREE REMOVAL. FAX (760) 230 -6026 DATE DATE SIGN DATE N DATE I N DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL - ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING N0. A/SiRIL�ffoW CiiA�[E °�II✓ISIYrs� FLnd� fp,�Q CITY OF ENCINITAS BENCHMARK ENC -41 2" IRON PIPE ►1 GRADING PLAN FOR: - WITH 2.5" CITY OF ENCINITAS BRASS DISC MARKED PLANS PR AIRED UNDER THE SUPERVISION OF RECOMMEN ED SR APPR V hi(M✓j�A_ /W(i( I>rlt!Eb �1Rf4!lfEGUCA[.• N!L�7�� _ "ENC -41, L.S. 7322" LOCATED IN A.C. IN A TURNOUT 2310 EDINBURG AVE. - ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101, HORIZONTAL: 1" = 20' DATE: �'A2-/ __. /V�•M CARDIFF BY THE SEA CA 92007 12440 -G _ As - Qvs11' SRN b'M'�� f0.5 MILES NORTH OF CHESTERFIELD DRIVE AND /� - -- - -- 10 FEET WEST OF THE NORTH END OF GUARD RAIL VERTICAL: 1" = 10' / MASIH MAHER GLENN P UI ' -- - -- PER R.O.S. 18416. - R.C.E. NO. 65124 A.P.N. 261- 094 -34 STEVEN R.' NES ? /- �J - -� -� Z _% �6 -- -- ELEVATION = 73.612' EXP. - -30 -17 DATE DATE DATUM = NAVD88 -_ -- PLANNING CASE NO: 14 -045 TPM /CDP SHEET 1 OF 3 \ \CLS \Users \C \CLS SHARED FILES \CLS Job Files \CLS11B6 BAUER (EDINBURG) \CLS_1186 BAUER GP 1 -5 -16 v10.pro F� z O 9 O O U GRAPHIC SCALE 1 " =10' 0 10 20 30 1 3 1 - - - - - - - - - -- ' r2 T PROPOSED SEWER LATERAL PER SDRSD S -13 (UNIT 2) O U-) EXISTING 8" VCP SEWER MAIN 3 m m EXISTING 3" PVC WATER MAIN m r+ --- - - - - -1 - - - - I ' T�.ra2eo.fen,Z DISTRICT TO UPGRADE EXISTING WATER METER TO 1" INCH PL-PfrFIQ WATER LATERAL AND DUAL METER PER WS -09, WC -17 AT OWNERS EXPENSE (UNIT 1) coPPER DISTRICT TO INSTALL 1" INCH r,_, § e WATER LATERAL AND DUAL METER PER WS -09, WC -17 AT OWNERS EXPENSE (UNIT 2) INSTALL ROCK LINEa SPILLWAY a" avow A03. rsKADE ANa 4" AO0VEaA1XAf 5.S. ANY DAMAGE TO ALLEY OR OTHER PUBLIC IMPROVEMENT TO BE REPAIRED, REMOVED AND REPLACED TO THE SATISFACTION OF THE ENGINEERING INSPECTOR GRADING AND DRAINAGE PLAN BASTW -7 x3,5 g "CeAfG VI WALL �v 1 � i I LCC,I l; v FLs 144.440 FSsl0.0 '• - vJs 403:0- `J\ 59'16, "E 100 6 X= -0Q Bo Qi - FS - FS= 2QL00' FS= 200.50 �j EX SEWER LA RAL (U IT 4 LO ATI 11 N A ROXIMATE _ REPLACE s CC NITRACTOR 0 p TO VERIFY cu DRIVEWAY > � I 20' Y.S.B. r5slee 0 EX= 0.30 ' 3 FS= 20,1.00' R-1-- x1 , I' "a, 1 _ i EX= 200.00 if k „ tl .. PCC WALKJ, IOa F6? 7.01.0 1006 1 Iq9•� r 15' i d1. of *5- ..,.,,' w'._ FS= 199.2o AIk14 IA ,- a'V9•'1Q. - - j =20G 80� 6= 1�IN 1,bo,lE 19_ - FL200.00 Tw®FS =zooao N59 "11 ' 26 "E 13WOEX =197, 40 TWOFS- 100.90 TWOFS= 200,90 j BWOEX =19 H. yo BWQfG ,141. to 3 fn �IAY�'E�MN1 0 1016k acrPl+SloJ�► FS= 200.50 J�VTNITZ, (, L FF PAR=_J'zd' _ -_ 00.16 ,197 - - fl" e_vw&k T$ N►.LL SAWCUT NEW EXISTING EP 18" WIDE MIN. 2" GRIND AND OVERLAY 18" T EXISTING AC " ° p COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET C�{�I L ENCINITAS, CA 92024 i PH (760) 230 -6025 Zs FAX (760) 230 -6026 CHANGE NO. DESCRIPTION APPROVED CowSTRUGT�� LNk44� - ItfJSNED F�P�2�Pe�� DETAIL B NOT TO SCALE 4" HMA 6" CLASS II BASE DATE BENCHMARK SCALE CITY OF ENCINITAS BENCHMARK ENC -41 2" IRON PIPE WITH 2.5" CITY OF ENCINITAS BRASS DISC MARKED 1-71 1 to "ENC-41, L.S. 7322" LOCATED IN A.C. IN A TURNOUT ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101, HORIZONTAL: 1' = 20 10.5 MILES NORTH OF CHESTERFIELD DRIVE AND 10 FEET WEST OF THE NORTH END OF GUARD RAIL VERTICAL: 1" = 10' PER R.O.S. 18416. ELEVATION = 73.612' PLAN SCALE: 1 " =10' GARAGE TWOFS= 99.4011 ' BWOFS�19Q.20 "I `F ;RE LACE DRI WAY N ' 1 o }, N rnT w;f.o }FS =1 mfg =197.40, y/IPIL BfAen RETP i BV 6" THICK PCC N "Is, (e" WRAP -TYPE E DIKE OR EQUAL 4" HMA OVER 6" OF CLASS II BASE EX. EDGE OF PAVEMENT 18" WIDE MIN. 2" GRIND AND OVERLAY EXISTING PAVEMENT FS =146.4o FL= 194.70 FS= 197.00 21. 12' 12' A 6" WIDE TRENCH DRAIN PER NDS WITH TRAFFIC RArED GRATE a Lv4 PAVING STONES, FLUSH PCC S • AND KEYSTONE RETAINING Wd FS ='{95.10 TO BE MAINTAINED BY HOME FL- 195.10 OWNER IN ACCORDANCE WITH FS= 144.9A- ENCROACHMENT MAINTAINENC AND REMOVAL COVEN{{��JJT RECORDED JANUARY !`i 201 Aiek 7� ��Z]J AS FILE NO. 2016- .QS1.1.1j1 -m- 146.10 OF OFFICIAL RECORDS. na 194'.0 @F 4" HMA OVER Yv✓s 1'15..90 1 6" OF CLASS II IE-_ 110 BASE TO FS a IgQ.Ie 7 f =1✓ CREATE 24' BWIDE ROAD 1gA -SEE NOTE #2 SAWCUT 18" WIDE MIN. F/ jo 2" DEEP GRIND AND OVERLAY EXISTING PAVEMENT ?� 4" HMA OVER 6" OF CLASS II BASE \ 18" WIDE MIN. 2" GRIND AND OVERLAY EXISTING PAVEMENT WALL PE E DIKE OR EQUAL 94.7 0 � EP= 192.60 93.60 w %194,0 4ASinl ' . F�= 19-I.4a 6" WIDE TRENCH DRAIN PER NDS, OR EQUIVALENT WITH TRAFFIC RATED GRATE 2C> .. 6" WIDE X 16" DEEP ._ . FLUSH PCC CURB BELGARD PERMEABLE PAVING STONE OVER 2" THICK NO. 8 AGGREGATE OVER 4" THICK NO. 57 AGGREGATE OVER 6" OF 3/4" CRUSHED ROCK BASE PA 6*SfM M 66 OLAUT90 w/ UA1XII/d. 0400W T0Lr&JtAA17. /PLA,vftJv(. 3OTrULC F01t w, C �n� 0TIO 5pR-.AC& SHALL BE ` -' 2 " -3" HARDWOOD MULCH T__= 24" MIN. ENGINEERED SOIL* 2 "- 3/8" GRAVEL 12" - 3/4" CRUSHED ROCK ** BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL **3/4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASE ON ENCINITAS STORMWATER MANUAL CALULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. EXISTING IMPERVIOUS SURFACE = 3064 sf PROPOSED IMPERVIOUS SURFACE = 3,226 sf INCREASED IMPERVIOUS SURFACE = 162 sf REQUIRED BIORETENTION AREA: = PROPOSED IMPERVIOUS AREA x 4% = 3,226 sf x 4% = 129 sf BIORETENTION BASIN NOT TO SCALE RB NOTE. 1. EXISTING OVERHEAD UTILITY SERVICES TO BE UNDERGROUNDED 2. EXISTING FENCES WITHIN RIGHT OF WAY SHALL BE REMOVED. NO -- PRIVATE ENCROACHMENT ALLOWED WITHOUT PERMIT. 3. ANY DAMAGE TO ALLEY OR OTHER PUBLIC IMPROVEMENT SHALL BE REPAIRED, REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEERING INSPECTOR. 4. ROOF DRAINAGE SHALL DRAIN VIA DOWNSPOUT TO SWALES THAT -" DIRECT RUNOFF TO BIORETENTION AREAS. I EDINBURG AVE. ROW 40' ROW _I EP 24' PAS 6' 5' F/L 3¢ -�I 1 0 2 % -5% -6" WIDE X 16" DEEP FLUSH PCC CURB JER TO MAINTAIN PERVIOUS WITHIN RIGHT OF WAY PER ENCINITAS ENCROACHMENT CEMND�REJOVAL AGMT. SECTION A SCALE: 1"=5' SPECIAL DISTRICT APPROVAL UtblbNtU IJT: UHAWN qY: I:HtL;KtU 6Y: ENGINEERING DIVISION APPROVALS PLANS PREPARED NDER THE SUPERVISION OF RECOMMENDED APPR V DATE: 1 /c °/e 11A. M e�/� .- - - -. -_ -- c R.C.E. N0. 65124 MASIH MAHER GLENN PRU STEVEN R. S EXP. 9 -30_17 DATE DATE EP _1 �18" WIDE MIN. 2" CONFORM GRIND AND OVERLAY '--4" HMA OVER -� 6" CLASS II BASE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT 3RADING PLAN FOR: 2310 EDINBURG AVE. CARDIFF BY THE SEA, CA 92007 A.P.N. #261- 094 -34 PLANNING CASE NO:14 -045 TPM /CDP M U e. z O 9Pof ESS.IpN R. O ND. 65124 r" Exp. 09/30/17 a TqT CIVIC- P��Q F OF CA\-'v DRAWING NO. 1' 12440-G SHEET 2 OF 3 O GRAPHIC SCALE 1 " =20' 0 20 40 60 I 1 201 f - cn EXISTING CONCRETE DRIVEWAY TO REMAIN DURING CONSTRUCTION i I � � - - - - - - - - - - - - - GRAVEL BAG CHECK DAM SEE DETAIL THIS SHEET EROSION CONTROL' PLAN 'i \J �` -, rn �o i � 1 u I -- ---------------------- 0 - 199 - 00 0 0 o, 0 I � o I \ cr, 198 -197 - HYDROSEED SLOPE PROTECTION SEE NOTES THIS SHEET -SILT FENCE PERIMETER I ___ -.... PROTECTION SEE EXISTING .CONCRETE DRIVEWAY TO REMAIN DURING CONSTRUCTION GRAVEL BAG CHECK DAM SEE DETAIL THIS SHEET 194 . DETAIL THIS SHEET 1 / / 1q CF / HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: 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 HYDROSEEDED GROWTH. 3. 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 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 1/2 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, D,E 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 DYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH 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. 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, WHITH 15% 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 ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS 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. LEGEND CONSTRUCTION ENTRANCE LLLLLLEEE LLLLLLLEL SAND /GRAVEL BAGS (2 HIGH) 00000boo SILT FENCE (IF NECESSARY) X X- HYDROSEED SLOPE PROTECTION } � I -SILT FENCE PERIMETER I ___ -.... PROTECTION SEE EXISTING .CONCRETE DRIVEWAY TO REMAIN DURING CONSTRUCTION GRAVEL BAG CHECK DAM SEE DETAIL THIS SHEET 194 . DETAIL THIS SHEET 1 / / 1q CF / HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: 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 HYDROSEEDED GROWTH. 3. 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 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 1/2 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, D,E 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 DYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH 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. 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, WHITH 15% 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 ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS 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. LEGEND NOTE. EROSION CONTROL CONSTRUCT SEDIMENT BARRIER AND 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHANNELIZE RUNOFF TO SEDIMENT DAVID BAUER AT 619 520 -2077. TRAPPING DEVICE ( ) A 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT a ° ° ° ° CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO ° ° Q ° ° TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 4 BY 4 IN (10 BY 10 CM) THE POSTS. W 4 °� WIDTH AS REQUIRED TRENCH UPSLOPE FROM AND _j ° ° ° ° a TO ACCOMODATE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED ALONG THE LINE OF POSTS. a ° ° ANTICIPATED TRAFFIC WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. °a° ° ° ° 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES °4 ° TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER ° AFTER EACH RUN OFF PRODUCING RAINFALL. �- A �- I 5' RADIUS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL "All // �/ �� -� MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 20' MINIMUM WHICH MAY ARISE. 4 IN (10 CM) 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE COARSE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 3. ATTACH THE FILTER FABRIC 70 4. BACKFILL AND COMPACT THE AGGREGATE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. FILTER FABRIC 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED INTO THE TRENCH. r-�v GRADING PLAN SHALL BE INCORPORATED HEREON. A °° ORIGINAL II #4A, ° GRADE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY II II II q FFRAOM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK ° ° ° II FILTER FABRIC �� RUNOFF TWO LAYERS OF GRAVEL BAGS WIRE WITH ENDS OVERLAPPED QPOFRSSjl 9 ALT REMOVABLE BOF PROTECTIVE DEVICES SHOWN SHALL WHEEN THE PLACE ., UNLESS OTHERWISE Q� �N v0 F PROBABILITY FORECAST EXCEEDS FORTY PERCENT 40% SILT GAP BETWEEN BAGS SPECIFIED BY CITY ENGINEER �� J �� 2� AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH AINFALL. ACTS AS SPILLWAY SECTION A -A C9 � No. 65124 r^ 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE COASTAL LAND SOLUTIONS, INC. m Exp. 09/30/17 a EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR EL�S 577 SECOND STREET DETAIL SILT FENCE DETAIL GRAVEL BAGS CONSTRUCTION ENTRANCE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH � � PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 ENCINITAS, CA 92024 Q OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE PH (760) 230 -6025 NTS NTS NTS 9TF OF C CIVI1 AS -ZF�Q OF CALIFORNIA DEPARTMENT OF CONSERVATION. FAX (760) 230 -6026 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. • _$VIE %j CITY OF ENCINITAS BENCHMARK ENC -41 2" IRON PIPE EROSION CONTROL PLAN FOR: -- WITH 2.5" CITY OF ENCINITAS BRASS DISC MARKED PLANS PR ARED DER THE SUPERVISION OF RECOMMENDED APPR VED "ENC -41, L.S. 7322" LOCATED IN A.C. IN A TURNOUT HORIZONTAL: 1" = 20' /) _ 2310 EDINBURG AVE. - - - - ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101,. IN�,� - - -- f0.5 MILES NORTH OF CHESTERFIELD DRIVE AND DATE: :O "�2 ��_ _ CARDIFF BY THE SEA, CA 92007 12440- G 10 FEET WEST OF THE NORTH END OF GUARD RAIL VERTICAL: 1" = 10' '/ R.C.E. NO. _65124 MASIH MARE GLENN PR IM A. P. N. 261 - 094 -34 -- - -- -- - - -- PER R.O.S. 18416. STEVEN R. ES _2LLI_Fi ___ -2� /L - - - ELEVATION = 73.612' EXP. 9 -30 -17 DATE _ DATE PLANNING CASE N0:14 -045 TPM CDP SHEET 3 OF 3 DATUM = NAVD88 - - / F� 1 �n Ir `1 O O v1 O U CONSTRUCTION ENTRANCE LLLLLLEEE LLLLLLLEL SAND /GRAVEL BAGS (2 HIGH) 00000boo SILT FENCE (IF NECESSARY) X X- HYDROSEED SLOPE PROTECTION NOTE. EROSION CONTROL CONSTRUCT SEDIMENT BARRIER AND 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHANNELIZE RUNOFF TO SEDIMENT DAVID BAUER AT 619 520 -2077. TRAPPING DEVICE ( ) A 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT a ° ° ° ° CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO ° ° Q ° ° TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 4 BY 4 IN (10 BY 10 CM) THE POSTS. W 4 °� WIDTH AS REQUIRED TRENCH UPSLOPE FROM AND _j ° ° ° ° a TO ACCOMODATE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED ALONG THE LINE OF POSTS. a ° ° ANTICIPATED TRAFFIC WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. °a° ° ° ° 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES °4 ° TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER ° AFTER EACH RUN OFF PRODUCING RAINFALL. �- A �- I 5' RADIUS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL "All // �/ �� -� MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 20' MINIMUM WHICH MAY ARISE. 4 IN (10 CM) 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE COARSE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 3. ATTACH THE FILTER FABRIC 70 4. BACKFILL AND COMPACT THE AGGREGATE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. FILTER FABRIC 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED INTO THE TRENCH. r-�v GRADING PLAN SHALL BE INCORPORATED HEREON. A °° ORIGINAL II #4A, ° GRADE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY II II II q FFRAOM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK ° ° ° II FILTER FABRIC �� RUNOFF TWO LAYERS OF GRAVEL BAGS WIRE WITH ENDS OVERLAPPED QPOFRSSjl 9 ALT REMOVABLE BOF PROTECTIVE DEVICES SHOWN SHALL WHEEN THE PLACE ., UNLESS OTHERWISE Q� �N v0 F PROBABILITY FORECAST EXCEEDS FORTY PERCENT 40% SILT GAP BETWEEN BAGS SPECIFIED BY CITY ENGINEER �� J �� 2� AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH AINFALL. ACTS AS SPILLWAY SECTION A -A C9 � No. 65124 r^ 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE COASTAL LAND SOLUTIONS, INC. m Exp. 09/30/17 a EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR EL�S 577 SECOND STREET DETAIL SILT FENCE DETAIL GRAVEL BAGS CONSTRUCTION ENTRANCE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH � � PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 ENCINITAS, CA 92024 Q OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE PH (760) 230 -6025 NTS NTS NTS 9TF OF C CIVI1 AS -ZF�Q OF CALIFORNIA DEPARTMENT OF CONSERVATION. FAX (760) 230 -6026 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. • _$VIE %j CITY OF ENCINITAS BENCHMARK ENC -41 2" IRON PIPE EROSION CONTROL PLAN FOR: -- WITH 2.5" CITY OF ENCINITAS BRASS DISC MARKED PLANS PR ARED DER THE SUPERVISION OF RECOMMENDED APPR VED "ENC -41, L.S. 7322" LOCATED IN A.C. IN A TURNOUT HORIZONTAL: 1" = 20' /) _ 2310 EDINBURG AVE. - - - - ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101,. IN�,� - - -- f0.5 MILES NORTH OF CHESTERFIELD DRIVE AND DATE: :O "�2 ��_ _ CARDIFF BY THE SEA, CA 92007 12440- G 10 FEET WEST OF THE NORTH END OF GUARD RAIL VERTICAL: 1" = 10' '/ R.C.E. NO. _65124 MASIH MARE GLENN PR IM A. P. N. 261 - 094 -34 -- - -- -- - - -- PER R.O.S. 18416. STEVEN R. ES _2LLI_Fi ___ -2� /L - - - ELEVATION = 73.612' EXP. 9 -30 -17 DATE _ DATE PLANNING CASE N0:14 -045 TPM CDP SHEET 3 OF 3 DATUM = NAVD88 - - / F� 1 �n Ir `1 O O v1 O U