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2014-12050 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL OWNER /PERMITTEE EXISTING WATER BMP NOTES RELATIVE TO CONSTRUCTION -S- OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TOM COZENS AT LATERAL TOM COZENS DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC (760) 930 -9336, 24 HOURS A DAY. ACTIVITIES 456 ARROYO DRIVE RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WATER CONCRETE WASHOUT: ENCINITAS, CA 92024 WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE -` ---- - - -x -- THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. AVAILABLE T L DURING THE RAINY SEASON (OCTOBER CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE TIMES ALL ON OCTOBERILA15). WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO SITE ADDRESS DRAINAGE NOTE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY WASH AR IKE INTO EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. HE STORMWATER CONVEYANCE OCTSYS EMU OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 456 ARROYO DRIVE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT ENCINITAS, CA 92024 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 WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED LEGAL DESCRIPTION UTILITY NOTE RUN -OFF PRODUCING RAINFALL. STEEL PANELS /PLATES. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES CONSTRUCTION VEHICLES: PARCEL 2 OF PARCEL MAP N0. 8202, IN THE CITY OF ENCINITAS, COUNTY SAN AS MAY BE REQUIRED THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED ACCORDING GRADING NOTES SE OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE TTO TH ESOFFICIAOL MAPIFTOHEREOF FILEDIN EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. THE OFFICE OF THE SAN DIEGO COUNTY 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY RECORDER ON DECEMBER 22, 1978. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE EROSION CONTROL. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE OR ARE POTENTIALLY UNSAFE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION . DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE 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. PRIOR OTO THEREFROM INSPECTION. E BY THE CITY ENGINEER PLAN SHALL BE INCORPORATED HEREON. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. OWNERS CERTIFICATE 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL REPORT, PROPOSED 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE SINGLE FAMILY RESIDENCE AND GARAGE, 456 ARROYO DRIVE, ENCINITAS, THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST CALIFORNIA" PREPARED BY TAYLOR GROUP, INC., DATED DECEMBER 13, 2013 EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AS TGI PROJECT NO. 13.00670, SHALL BE CONSIDERED AS A PART OF THIS 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED PROJECTS SHALL BE CONDUCED IN PHASES TO AVOID UNNECESSARY REMOVAL AFTER EACH RAINFALL. OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS 3. PUBLIC RIGHT OF WAY OR EASEMENTS NR SITSHALLL BE REQUIRED CONSTRUCTION CONJUNCTION UNNECESSARILY; THEY HELP DECREASE EROSION. SIGNATUR . ___________ DATE: WITH IMPROVEMENT PLANS. STORMWATER POLLUTION CONTROL POST TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION TOM COZENS IS NOT FOR EROSION CONTROL 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. CONSTRUCTION BMP /IMP NOTES BE PREVENTED BYLP ANTINGDFAST-GROWING ANNUAL AND POERENNALOGRASSESLL 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. SOILS ENGINEERS CERTIFICATE 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. I, LARRY R. TAYLOR, A REGISTERED CIVIL ENGINEER IN THE STATE OF MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 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 MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY 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 DIRECTION ON DECEMBER 13, 2013. ONE COMPLETE DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR / WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDOWAR SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE ppF�FJJCE OF THE CITY STANDARDS, LAWS AND REGULATIONS. PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. ENGINEER, ALONG WITH UPDATE LETTER DATED __/_V!g -_ FURTHERMORE, I THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF �1/2) MILE OF AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM RECOMMENDATIONS I D IN THE SOILS REPORT FOR THIS PROJECT HAVE A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CON UC D BETWEEN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN BEEN INCORPOR ZING PLANS AND SPECIFICATIONS. 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 INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL CITY RECOGNIZED HOLIDAYS. IMP /BMP. STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT SIGNED- ------ _ ----- - - - - -- 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA BARRIER AROUND THE PERIMETER AT ALL TIMES. d MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT TRAINING: G. E. N 2602 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 EXP. DATE: -1- 30 -2016 WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING 760 633 -2770. / ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS --------------- - - - -- ( ) 6. ALL STORMWATER IMP BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES TAYLOR GROUP, INC. 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 301 MISSION AVENUE, SUITE 201 SUBMIT SITE WITHIN THIS THE CT\YLEONGINEERAFOR THE 7• THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN AABOUT(STO AND THE PRIME STORMWATER REQUIREMENTS OTAND LATHERI OWN RESPONSIBILITIES. PH. (760)E721-9990 4 PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT - AND 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 STATEMENT OF ENGINEER OF WORK 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 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER 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. SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK UNDER PERMIT 12050 -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. PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS 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 REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR 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 REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY 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 FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, 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 AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS 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, OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES 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, FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF ANDERTHATOINSH SNOPINON, ALLEEMBADNKMENTS AND EXCAVATIONS ARE ISION SAN DIEGUITO WATER DISTRICT NOTES INFO MAR ONI ON DISPOSIAL OF HAZARDOUS MATER ALA CALLS THE WASTE. FOR HAZARDOUS THE WORK PERFORMED BY THE ENGINEER. 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. WASC). TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE COMMITTEE ( POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND BY: 12 -2Y°1 h° SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING RECYCLING RECEPTACLES AROUND THE SITE. STEVEN R. JONE DATE PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 2• REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE s 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 OR STRUCTURE WITHIN THE FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY BEEN INSTALLED. LIMITS OF THIS PROJECT. CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE INLETS ON PERVIOUS SURFACES. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR RCE 65124 SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE ALL CONSTRUCTION DEBRIS SHALL KEPT AWAY FROM THE STREET, GUTTER, ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MATERIAL 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 FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES EARTHWORK DATA TOPOGRAPHY SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, OF ENCINITAS AT (760) 633 -2770. PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST STEEPEST EXISTING SLOPE ON -SITE = 2H 1V COASTAL LAND SOLUTIONS, INC. WITH SPECIFICATIONS. MEET CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC) STANDARDS. IF NOTIFICATIONS MAXIMUM VERTICAL DEPTH OF CUT = 6 573 SECOND STREET FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT MAXIMUM VERTICAL DEPTH OF FILL = 2 ENCINITAS, CA 92024 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 760- 230 -6025 PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF CUT = 450 C.Y. FILL = 150 C.Y. 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 EXPORT = 300 C.Y. DATE OF ORIGINAL SURVEY: TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT SERVICES. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE REMEDIAL = 0 C.Y. SEPTEMBER 30, 2013. AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO UPDATED MAY 1, 2014. 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 QUANTITIES SHOWN DO NOT REFLECT BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND AND SAN DIEGO GAS AND ELECTRIC VAULTS. SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING ANY SHRINKAGE AND SWELL FACTORS 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 pFESSI 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. COMMENCEMENT WORK: A. EWERS - CS - (760)- 633 -2770 �QQ R. DNq� 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 SHEET INDEX 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 co F 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 SHEET NO. 1 TITLE SHEET , z 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 SHEET NO. 2 GRADING AND DRAINAGE PLAN w C N0. 65124 m ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH SHEET NO. 3 EROSION CONTROL PLAN 2 Exp. 09/30/15 � 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 IKI ACCORDANCE WITH WC -17 OR WC -18 TO BEGINNING ANY WORK ON THIS PROJECT PHONE (760)- 633 -2770 I AS- A L"T N��O n OYO m E RD. ENCINITAS BLVD. VICINITY MAP 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 -W-- - - - -W- EXISTING WATER MAIN -S- EXISTING SEWER LATERAL (LOCATION APPROXIMATE) EXISTING WATER SERVICE - - --� EXISTING FENCE -` ---- - - -x -- EDGE OF PAVEMENT EXISTING RETAINING WALL - - - PROPOSED RETAINING PROPOSED RETAINING /SCREEN WALL LIMITS OF GRADING W W BUILDING FOOTPRINT DRAINAGE DIRECTION 6;P901 RETAINING WALL 0R TNER As NOTEv Al PR POSED 3" HMA OVER OVER 6" CLASS 2 AGGREGATE PROPOSED 6" PCC DRIVEWAY OVER 6" CLASS 2 AGGREGATE 3' WIDE PCC ROLLED CURB & GUTTER ---- PROPOSED HYDROLOGIC PERMEABLE PAVERS OVER i "OFN0.2 A(s(r.1 OVrrAL S" A/a 57 ACe64e6AfE PROPOSED 2" THICK LAYER OF 3/4" PEA GRAVEL (PATIO AREA) PROPOSED GRAVEL PAVE WITH PEA GRAVEL OR 2" THICK LAYER OF 3/4" CRUSHED ROCK (DRIVEWAY AREA) HATCHED AREA REPRESENTS LANDSCAPED TREATEMENT AREA FOR BEST MANAGEMENT PRACTICE. (SEE DETAIL SHEET 2) AREA NOT TO BE MODIFIED WITHOUT PERMIT FROM THE CITY. BMP PROJECT STATUS STANDARD 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH 7 - `rTq CIVIC -P THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. CpL1F� OF WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION 9 -so-/� EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED D IMPERVIO US AREA WILL BE SUBJECT TO REJECTION AND REMOVAL. smvIi- R. ES (05 2 IN PLACE OTHERWISE. DURING NO GRADIING,REXCAO EXCAVATION, ORSDISTURBANCEAOFRCIITYDTREE EXISTING IMPERVIOUS AREA: 2,714 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: 5,046 SF (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE INCREASE IN IMPERVIOUS AREA: 2,332 SF COASTAL LAND SOLUTIONS, INC. EE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT IMPERVIOUS AREA REPLACED: 0 SF CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. 577 SECOND STREET EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, EL� ENCINITAS, CA 92024 IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS PH (760) 230 -6025 _ 2' �_' V V" _._ _4'/� _ �l-� ¢ ,r�r%��fi� /� THE TREE REMOVAL _ SIN DATE SIGN DATE G DATE S N DATE SIGN DAT FAX (760) 230 6026 E SIGNATURE EXPIRES 2 YEARS AFTER DATE CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENC I NEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. SHJ �7.j CITY OF ENCINITAS BENCHMARK "ENC -32" GRADING PLAN FOR: PER R.O.S. NO. 18416. FOUND 2" BRASS Disc - PLANS PREP ED UNDER THE SUPERVISION OF RE APPROV 6�✓D 458 ARROYO DRIVE a. __ - (1 Z..• A. MARKED "HORIZ. CTRL. ENC TC 2" LOCATED ON TOP OF EAST CURB OF VULCAN AVENUE 2.5' HORIZONTAL: 1' = 20 7 NORTH OF DRIVEWAY INTO ENCINITAS DATE:y _ _ _ y'D(L A MAHER GLEI N� RUIM ENCINITAS, CA 0-5 92024 12050- G ADMINISTRATION OFFICES. VERTICAL: 1" = 10' - R.C.E. N0. 65124 -__ �_7• -�S ( A.P.N. 258- 420 -54 DATUM: NAVD88 STEVEN R' ELEVATION - 92.004' EXP. 9 -30 -15 DATE DATE PLANNING CASE NO: 14 -044 CDP SHEET 1 OF 3 a \ \CLS \Users \C \CLS SHARED FILES \CLS Job Files \CLS1178 COZENS (ARROYO) \CLS #1178 COZENS GP 12 02_14vi4.pro Uz 1�1 z O v/ r� ✓Y / - I I MAINTAIN 2' MIN. SEPERAnON \ � � � � � - � ' � � �' � ` � ` - - - °•\ i I ERIM EN WALL AND �e S / / TWOEX =96.00 PERIMETER FENCE `S TWOFS =94.00 / BWOFS= 9/4/.00 / AREA DRAIN / BWOFS =94.00 / AREA DRAIN TWOEX =94.00 \ BWOFS =91.00 / TW0FS =94.00 TG =91.00 - - -_ ��' EXISTING KEYSTONE IE =90.20 TWOFS=94.00 LEG 89.81° / TWOPLANTER= 93.00 '- ° ° WALL TO REMAIN 2 TWOEX =98.00 BWOFS7 1.25 / / BWOEX =g .25 / BWOFS=91.30 - - - - TWOEX =93.20 TWO�X =92 70 - (PROTECT IN PLACE) _ GRAPHIC SCALE 1"=10' FS 00 TWOEX =93:10 � � � .; Y.r _ B- WOES =SO$0 - - - BWOFS =90.00 BWOFS= 94.00/ - - - - -_ =9018 �W0� =92.00 EXISTING CHAIN \ C 10 20 30 __ / // / / „� EX EDGE LINE FL= IZ,91.10 N89' Q] "w is 8 FL =90.70 LINK FENCE I FL =92.00 BWOFS =89.50 \ I I� I - - - - -- AREA DRAIN _, 2' - w FS =92.4 TG =91.00 - - _ _ 0' IE =90.50 /' 0 / -- - _ ai -% .- - - -- �� ` B'S =90. 0 ' % D % - - - - � D6TA1 PROPOSED tMti- RETAINING WAIetS / r FS' ._ ".. \ \ \ °.'� /K. P BARKING AREA R �� I PER / 1 -. \ �. .. \ \ `� , - C O FS 91.16 \ _ X150' FIRE HOSE PULL O tBGT ION' TW0FS =94.0 `� � 1i"' �. � a -. ° _ _ _ ! \ � O FL =90.96 I A-A AIIIo 0 -0 BWOFS =91.25 / F' �� -- _ i :�`2n. - PARKING / i FS =91.0 `fn a, --- - -- GRAW / -��.a, I .:: �'. EXISTING 19,X8.5' /� 25' SETBACK TOPOGRAPHY _ / L I DOWNSPOUTS SHALL ] I t) ' FF =91.30 `" / '" :30 FS =90.16 TWOEX -97.00 / 2 BWOFS -94.00 Q CONNECT AND OUTLET FIREP[i / I TO BID RETENTION BASIN _ I O (TYPICAL) I EX PATIO OFS =91.00 / FL =89.96 COASTAL LAND SOLUTIONS, INC. I FS =91.20 O / / FS =91.30 FS=91 10 ' AREA DRAIN BWOFS= 90.00 '7 p FS =90.0 vxa!E 577 SECOND STREET FS =91.30 I At ENCINITAS, CA 92024 / / PROP05fD RESIDENCE I / TG= 1.00 w VEGETATED 760 - 230 -6025 fJ SPA I 4, IEin =89.15 �R, �, 9. 9 THE TM SLAB ON GRADE 0 SWALE / a IEo=89.. 4 DATE OF ORIGINAL SURVEY: SEPTEMBER 30, 2013. TWOFS =94Co0 / / PAD =9080 r I / I - I\ = 50 FS =89.16 I\ UPDATED MAY 1, 2014. BWOFSf 1.00 , I " "` I ® ANTER F = ` -8� - - -- % I ✓ EXISTIN WALL PROVIDE A RAISED =88.90 TO REMAIN FS =88.96 FOUNDIII STEM I RAISED DECK FF =91.20 _ _ - i FL =89.0 TWWX =96.00 / / WALL rTD-ACHIEVE 8" I I -�1- FL 88 0 � =89.20 EXISTING nrOrs -e9` <. \ I g >� AUz IM � L-- 1--- ------ ---° a rj ' BW 5 =91.0 / / FS =91.00 SH GRADE s / `b' ° - - - BW = 7.40 ewers =e9 so EN FINI / �Y / AND MUDSILL /WOOD - - / / I FS= �15 SIDING (TYPICAL) CONC. PATIO FF =91.40 - •' DE 8 SHED FLT 96 �U £UU / s p 'OX.® p.. S 8.5 ; `, tweets -9990 \ p 87. l• OFS =87.40 n y oJ' mm \ / M I I / b „ ,BWOrs =86.90 FS= 88.0 I r Fj / n! � wR TW0FS= 91,40" I OFS =87.90 OEX =89.30 Aro �,* . ENCUMBRANCES. / 'N" T I ' BUILDING WALL BW0Efr =89.00 I - oo BW S =87.50 BWOEX =87.20 1 �� / .,( srrrr r : irrr _ RAISED a �D �� / II f r ,• ' l 6" P�lC�S =2 %, L =12' I N I TS, P 7.50 FS =87.20 I PROPOSED FS PLANTER 8 50 I O FS�81.16 I �d SETBACK' /. r BWOFS =86 00 < II / / / S SD - I I = EXISTING ENCUMBRANCES LISTED BELOW ARE PER A PRELIMINARY TITLE / �I'N �� It TwOFS- 89.50, iFS -8io CRE E w EXISTING CONCRETE FLAGSTONE FS =86.00 -a696� A ZUI \ REPORT PREPARED BY CALIFORNIA TITLE COMPANY DATED JULY 30, 2013 'w PATIO Fs -97.40 ' FS= 7.0 AS ORDER NO. 400 - 1513346 -37 / in II ,^ II / ASPHALT / ;ra A 4 °,PVC PIPE / SED CMU RETAINING WALL &DRIVE GRAVEL PROPOSED`RESIDENCE ®60WNSPOUT II PERP DRSD C -6 OR EQUIVALENT 85.16 EXISTING PRIVATE ROAD EASEMENT FOR PROPOSED AND INCIDENTAL } RAISED FLOOR ✓ DRAIN jII I o PURPOSES, AS SHOWN ON PARCEL MAP NO. 8202 OVER THE SOUTHERLY / - I I FF =91.50 I EXISTING EX =87.40 1 \ EXISTING 1" COPPER 20.00' OF THE SUBJECT PARCEL. / / i IE -96,90 "' f I I / FG =89.00 1 6486.60 RESIDENCE Fg.87.40 1 FI °a5.9 � �- SERVICE AND FS -91,00 I I fi0< ACCESS RY U -' -` " "" PLAN'1>: O F RE S RINKLERS' IF AR A DRAIN I I I =8 .15 FS 86.0 _ 7WOFS ais 30 : ' THE TERMS AND CONDITIONS CONTAINED WITHIN AN INSTRUMENT T -93.00 98.78 .. I - 1=86.67 ETENITION TREATMENT BASIN j p/ WADE x35' LONG AREA =12 II FF =87.60 U! ARE NEEDED, DISTRICT STk UP TO PORCH FS =86.00 8WOF8 8Gi10 " X 16" PCC TO UPSIZE TO 1" METER ® ENTITLED "DECLARATION OF COVENANTS FOR STREET IMPROVEMENTS" IE =92.00 DETAIL THIS SHE�T � �' I 29: � TwOF5 =87.40":: • RECORDED: OCTOBER 11, 1978 AS INSTRUMENT NO 78- 433604 OF OFFICIAL _ / / 00 (under poyc I RETAINING WALL WITH FENC 0 ::::.: : O FLUSH CURB OWNERSLEXPENSE AT TWOEX =90.50 I AISLD ROVIDE 1' WIDE x 2" TALL OP I EXISTING ' eNroFSs8 &60.... O - � RECORDS. NO LOCATION WAS GIVEN IN SAID DOCUMENT. I I I BW0EX�93.0/ / /I TW0F8 =g ° � I TALL OPENING AT BOTTOM OF W PLANTER FS =85.16 / I / I 4 T 8' ON CENTER (TYPICAL). FS =87.00 PROPOSED GRAVE PAID WITH ' \ THE TERMS AND CONDITIONS CONTAINED WITHIN AN INSTRUMENT / PEE 6RRVE6 OR 2 THICK 3 /4x.:: O 1..96 Ii © „ „ TW X =93.54 / / II BWOFS =89900 / TWOFS= 86.50 / CRU$1I ROCK. :rr. ENTITLED COVENANT OF IMPROVEMENT REQUIREMENTS RECORDED I Ii �y r I I I - ' �: EQ FS =85.0 0 OCTOBER 11, 1978 AS INSTRUMENT NO. 78- 433617 OF OFFICIAL RECORDS. BVj10FS =s .as .. / PR6�OSED CMU BETA ALLS ] I 2% �WOFS= 96:50.'' ti ..// / �.. ........::::. / a� I PER SDRSD C -2 OR 4AJI I FS =86.00 AN IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY FOR PUBLIC / ti / '"' ' ' ' I r ' FS- 86.50 :: "7 / / / rn / ............. y i r _ __-_ - w -� 5 -86.50 =- / // FS =84.. - �- ..::. O HIGHWAY, RECORDED DECEMBER 11, 1978 AS INSTRUMENT NO. 78- 531386 - - --- -' - -- - .L - -- - - -- - / / / ...:::::::::.:. SW>189.00 - -RKSE H B9 OF OFFICIAL RECORDS. SAID OFFER WAS ACCEPTED BY RESOLUTION, A { ;;;:; ;; /;; : d 1 i FL =83.96 CERTIFIED COPY OF WHICH WAS RECORDED: JUNE 18, 2003 AS INSTRUMENT / BwOFS=as qo' F =s1 88 _ -1 -' - O FS =84.0 / ., /.. ...... . NO. 2003 - 720301 OF OFFICIAL RECORDS. / FS =88.90 a / FS =84.74 EXISTING S.D.G. &E. EASEMENT RECORDED FEBRUARY 13, 1979 AS C / / / -rl MIN.COBBLE / .. / / L SWALEr' / FL =84.54 ® INSTRUMENT NO. 79 -65512 OF OFFICIAL RECORDS. SE IL a / I / .: r � - "' PLANTER FS= 87.00 r,- -- � � � i' - - - - - -1 FS =84.5 ® EXISTING EASEMENT FOR ROAD, PUBLIC UTILITY AND INCIDENTAL r/ / ° z5 ........ -... PURPOSES THERETO AS RESERVED BY SEAVIEW UNLIMITED, ALIMITED / / I f ` / ..... "'' :. : :.' :. �.�, �. ... ::.:::::::::::::: EX. PERPER; TREE PARTNERSHIP IN THE DEED RECORDED MAY 10, 1979, AS INSTRUMENT / /g9.... r� - -� ... N O. - / " " .::. - ..:.:: yr .:.::::...::. .. ...... .. ::. . ..: .::.......r: r:::....:.:::.:: - - - r: r: r:: r: r: ri'•r:r:: r:::... . .mac % :... i 60 S-gu T " 1979 191977 OF OFFICIAL RECORDS. - - - - .. �.... :::: 'R: :: : : : : : : : ::.. : : : : : : : : : : :: : :: ::::.: - - THICK CONC . .. .2.. . ...::......... z ° ... ............ ..i....... .. ........ .............:::::::: T ROPOSED GRAVEL PA.... REA, GRAVEL _:._•:- r-.;"'." "-. _,, �. .. i I. .... / �. .... OR..2...THLCK.3 /4...CRUSHE . RIVEi*lAY... ° rr {c'r - ER SDRSD 3 1� / ............ OVtR :Each ?TlNdrT1C1T O'. / /.. x r .:. .. FIRE TURN AROUND i / ✓... / .... r. 3" HMA OVER �. /.... :: .. E 1.3 / .................:. .. . r .. 6 CLASS II BASE .................. 1 .. Y .. . . / �... J x ... a / - ONNECT TO i / EXISTING D GRAVEL DRIVEWAY TO REMAIN ' XISTING CO R NOTES ' / - 6 S 9 ° . . . i IE GU R 1. EXISTING RESIDENCE TO BE CONVERTED INTO AN ACCESSORY UNIT. r ° / 2. THE COMBINED HEIGHT OF THE WALL AND FENCE WITHIN THE FRONT �'� //° / ❑ / �' / N87'34'41 "E 178.10' - " HAE TI1RN D' ' SIRE -TllRN YARD SETBACK SHALL NOT EXCEED 6 FEET IN HEIGHT. AROUND �\ ' / _ / � � " �� I LIMITS 3. DRIVEWAY AND PAVERS TO BE PRIVATELY MAINTAINED, PER EXISTING CONCRETE DRIVEWAY MAIN ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT DOCUMENT NO. 2014- 0553628 RECORDED ON DEC. 16, 2014, O.R. �. MA WA :(42.3)(0.62)[0.7 %3)761+03X0]_ 68,35101 GALLONS /YEAR X I �\ ALLAN SLOCK FIBLDSTONT � �� WAN mAti ER `I\\�� CAL FS 94.00' FROM VERTIC•M ; •�. ;• ` \ RETENTION BASIN SHALL BE P/L PA ALL" bl®CaC LEVEL AND DEPRESSED A FIfiLOST ®N6 :trlT x •.. • 46' ARROYO DRIVE W ITM L" -1. 545(1 s m ALLAN BLOCK •! u MINIMUM OF 6" FROM THE �' (� 35' LONG x 3.5' WIDE x 6" DEEP SURROUNDING GRADE MIN 'jWO cout66S OF z F1iLOt3TONE OMIT ! !. 18' FS 9y.o0' AU*N SLOCK 711 05TONE A EP EDGE OF ROLLED 01I £Mb(yDN£NT W ITH SAV ANO LAO s F .. Q ' 92TAINEO SOIL CURB $ (`• '6a*•�IEX) : t•, - . � t 2 " -3° HARDWOOD MULCH 6.5' 21'7 F5 Ad.6isl � • 4 �, � � 24" MIN. ENGINEERED SOIL* � 6 .. O . .. 2 "- 3/8" GRAVEL 4 2' 12• gt 3.} t•' Will- (s'RAD£D &RAN11UL1i s '+ ' i :rs•sr i •' °.'s.' 12" - 3/4" CRUSHED ROCK ** 40-33'- !S � F5 w Flw►eH GRADE . WALL 'ROCK (0 2S +045) BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL 9 �' a LE65 THAN 10% 'INKS MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 59 2% 4" MIN. •� 4 nsT "• • 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 - - - - •...«,:,,:,:. REMOVE AND REPLACE C I ®N'A C3 fCALt *• ..' A A INCREASE . „• ., .• EXISTING GRADE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. EXISTING AC AS NEEDED VARIES 2' TO 6' 4M069MLV/T \ �� y�� G • ' A. y" TOW DRAIN ?IPS THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASE ON 6 "x16" PCC FLUSH CURB 6 "x16" PCC FLUSH CURB co POFESS *'jU Be �IFf•ERE^ri COLOR 6" MIN. DEPTH Q IDN•q D£tTN V£NTBD TO DAYLIGHT ENCINITIAS STORMWATER MANUAL CALULATIONS. TYPICALLY, THE SURFACE AREA OF THE gn10 pA'T-rERn/ 131AN 6ECTION A -A BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. HYDROLOGIC PERMEABLE PAVING STONE Morro 7 A PROPOSED IMPERVIOUS SURFACE= 2332 sf OVER 2" THICK N0.8 AGGREGATE PI/roN -SrT6 pgvEltS INC. EQUIRED BIORETENTION AREA = 2332 sf x 4% = 94 sf 6" INCH MIN. GV 0 Z COASTAL LAND SOLUTIONS, 1 \ PROPOSED AREA = 20' long x 6 'wide = 120 sf OVER 8" THICK N0.57 AGGREGATE 75 S /6vaF� AARkWI•? �REa COBBLE STONE 1' FOOT THICK N w N0. 65124 m � Exp. 09/30/15 � 577 SECOND STREET BIORETENTION PLANTER AREA ARROYO DRIVE TYPICAL SECTION COBBLE STONE SWALE ENCINITAS, CA 92024 PH (760) 230 -6025 NOT TO SCALE NOT TO SCALE NOT TO SCALE s�gTF FICA1IFpP��P FAX (760) 230 -6026 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. CITY OF ENCINITAS BENCHMARK "ENC -32" �w GRADING PLAN FOR: 456 ARROYO DRIVE 2 PER R.O.S. NO. 18416. FOUND 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR A - AUI 7 a'yv1 I� �� •11• MARKED "HORIZ. CTRL. ENC TIC 2" LOCATED HORIZONTAL 1" = 20' -- ON TOP OF EAST CURB OF VULCAN AVENUE 2. : 5' DATE: - _Q _ ENCINITAS, CA 92024 12050 -G NORTH OF DRIVEWAY INTO ENCINITAS - ADMINISTRATION OFFICES. VERTICAL: 1" = 10' R.C.E. NO. 65124 MO(SIH MAHER GL NN BRUQ A.P.N. #256- 420 -54 DATUM: NAVD88 STEVEN JONES MA/15 ELEVATION = 92.004' EXP. 9 -30 -15 DATE DATE PLANNING CASE NO: 14 -044 CDP SHEET 2 OF 3 N �I 0. O VS O U VARIE 6" MIN. DEPTH J, J 6" INCH MIN. COBBLE STONE 1' FOOT THICK COBBLE STONE SWALE NOT TO SCALE RETENTION BASIN SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM THE 35' LONG x 3.5' WIDE x 6" DEEP rSURROUNDING GRADE 2 " -3" HARDWOOD MULCH 24" MIN. ENGINEERED SOIL* 2 "— 3/8" GRAVEL '•• • • +.. i �' : r j =; �' •• ? 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 ENCINITIAS STORMWATER MANUAL CALULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. PROPOSED IMPERVIOUS SURFACE= 2332 sf REQUIRED BIORETENTION AREA = 2332 sf x 4% = 94 sf PROPOSED AREA = 20' long x 6 ' wide = 120 sf BIORETENTION PLANTER AREA NOT TO SCALE ENCUMBRANCES: EXISTING ENCUMBRANCES LISTED BELOW ARE PER A PRELIMINARY TITLE REPORT PREPARED BY CALIFORNIA TITLE COMPANY DATED JULY 30, 2013 AS ORDER NO. 400 - 1513346 -37 ®EXISTING PRIVATE ROAD EASEMENT FOR PROPOSED AND INCIDENTAL PURPOSES, AS SHOWN ON PARCEL MAP NO. 8202 OVER THE SOUTHERLY 20.00' OF THE SUBJECT PARCEL. OTHE TERMS AND CONDITIONS CONTAINED WITHIN AN INSTRUMENT ENTITLED "DECLARATION OF COVENANTS FOR STREET IMPROVEMENTS" RECORDED: OCTOBER 11, 1978 AS INSTRUMENT NO 78- 433604 OF OFFICIAL RECORDS. NO LOCATION WAS GIVEN IN SAID DOCUMENT. ©THE TERMS AND CONDITIONS CONTAINED WITHIN AN INSTRUMENT ENTITLED "COVENANT OF IMPROVEMENT REQUIREMENTS' RECORDED OCTOBER 11, 1978 AS INSTRUMENT NO. 78- 433617 OF OFFICIAL RECORDS. AN IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY FOR PUBLIC HIGHWAY, RECORDED DECEMBER 11, 1978 AS INSTRUMENT NO. 78- 531386 OF OFFICIAL RECORDS. SAID OFFER WAS ACCEPTED BY RESOLUTION, A CERTIFIED COPY OF WHICH WAS RECORDED: JUNE 18, 2003 AS INSTRUMENT NO. 2003 - 720301 OF OFFICIAL RECORDS. 8 EXISTING S.D.G. &E. EASEMENT RECORDED FEBRUARY 13, 1979 AS INSTRUMENT NO. 79 -65512 OF OFFICIAL RECORDS. ®EXISTING EASEMENT FOR ROAD, PUBLIC UTILITY AND INCIDENTAL PURPOSES THERETO AS RESERVED BY SEAVIEW UNLIMITED, A LIMITED PARTNERSHIP IN THE DEED RECORDED MAY 10, 1979, AS INSTRUMENT NO. 1979 - 191977 OF OFFICIAL RECORDS. AS BATTER ANGLE= 6' OPTIONAL AS TW @FS =98.00 CAPSTONE_ FS =94. :v \ -WALL ROCK PER AB CLASSIC SPECIFICATIONS BW @FS =91.00 2' WIDE REINFORCEMENT GEOGRIO PER AB CLASSIC SOIL REINFORCEMENT CHART LEVEL AND COMPACT 6" / LAYER OF BASE ROCK AB CLASSIC TYPICAL SECTION P/L F/L 1 2' COASTAL LAND SOLUTIONS, INC. N 577 SECOND STREET VS ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 CHANGE NO. DESCRIPTION NEW SHEET 2A — fli[LVfAf_C il F 6.5' f , • I _ T COASTAL LAND SOLI 577 SECOND STREE" ENCINITAS, CA 9202 760 - 230 -6025 DATE OF ORIGINAL SEPTEMBER 30, 201 UPDATED MAY 1, 2C GRADING AND DRAINAGE PLAN GRAPHIC SCALE 1 " =10' 0 10 20 30 18' " AC BERM TYPE D 21'f EP ( EDGE CURB ROLLED I REMOVE AND REPLACE EXISTING GRADE EXISTING AC AS NEEDED 4" HMA PAVING OVER 6" CLASS II BASE ARROYO DRIVE TYPICAL SECTION NOT TO SCALE APPROVED DATE BENCHMARK CITY OF ENCINITAS BENCHMARK "ENC PER R.O.S. N0. 18416. FOUND 2" BRASS DISC l MARKED "HORIZ. CTRL. ENC TC 2" LOCATED ON TOP OF EAST CURB OF VULCAN AVENUE 2.5' NORTH OF DRIVEWAY INTO ENCINITAS ADMINISTRATION OFFICES. --- ,.- . -- --- _ - -_.. - -- DATUM: NAVD88 ELEVATION = 92004' P/L SCALE HORIZONTAL: 1" = 20' VERTICAL: 1" = 10' FL G GRADE AC BERM- NOTES 1. EXISTING RESIDENCE TO BE CONVERTED INTO AN ACCESSORY UNIT. 2. THE COMBINED HEIGHT OF THE WALL AND FENCE WITHIN THE FRONT YARD SETBACK SHALL NOT EXCEED 6 FEET IN HEIGHT. Pk4t1cFA1Cr f-dEO-454UWO BE PRIVATELY MAINTAINED, PER MCI "07CCHMENI MAINII_NANCE AND REMOVAL COVENANT DOCUMENT NO. 2 01 5 - 0311 491 RECORDED ON 5094r /L,e 2015, O.R. 4. MAWA = (42.9)(0.62)[0.7 x 3,761 + 0.3 x 0] = 68,354.02 AS -, BUILT SPECIAL DISTRICT APPROVAL co II 3 0 J w PCC DRIVEWAY 8" TO 12" ROUND COBBLESTONE ROCK SWALE AND ENERGY DISSIPATOR /z --7 -15-- RATTC 9-30 -17 Ik ## 00 00 0 0 co m m LO LO r r c6 6 00 00 00 3 3 0 0} r o 0 L� L- J J W W Q Q LO LO (n 1 vai _j 3 °�° co 1 n FS =87.50 v°i 1 ti FS =86,00 ___ _.._ 6.8% RETENTION BASIN 1 8% FL GUTTER PLANTED AND z IRRIGATED (TYP.) 6" WIDE X 12" HIGH FLUSH O CONCRETE CURB TYPICAL 4" AC PAVEMENT AT PERIMETER OF PAVERS OVER 6" CLASS II BASE 4" HMA ASPHALT OVER 6" WIDE X 12" HIGH FLUSH 6" CLASS II AGGREGATE CONCRETE CURB TYPICAL PpFESSrp AT PERIMETER PARKING AREA OF PAVED R co PROFILE— FRONT YARD RETENTION BASINS Exp� 09/30/15 mO 1 NOT TO SCALE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED DATE: R.C.E. N0. 65124 MASIH MAHER STEVEN JONES — - - - -- EXP. 9_ -30 -115 DATE sTq crVi\-� NEW SHEET OF CA\_ DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ~' APPROVED GRADING PLAN FOR: 456 ARROYO DRIVE • /J/l ENCINITAS, CA 92024 12050 —G rarGLENN PRUIM A.P.N. #256- 420 -54 0 -_ 7/Z/jS SHEET 2A OF 3 DATE PLANNING CASE NO: 14 -044 CDP U I. VG vawr H LAry UJI'HrG rLHIN Irl I11 I I N%,U R r U r% H I r- J U R U U U rI I- I U Lr M H N I, LLLLLLLL L 11. LNUUUKAUt It-it UtVtLUYMtNI Ur UttN- KUUItU NLANIS by AUJUSTING IHt SAND /GRAVEL BAGS (2 HIGH) °° ° SILT FENCE (IF NECESSARY) LOW WATER USE PLANTS, WITH APPROPRIATE SPACING BETWEEN PLANTS HYDROSEED SLOPE PROTECTION IRRIGATION SCHEDULES TO APPLY WATER IN LESS - FREQUENT INTERVALS WITH ° °° ° TO ALLOW ROOM FOR HEALTHY GROWTH AND EASE OF MAINTENANCE. 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO SUFFICIENT WATER TO PENETRATE THE TOP SURFACE OF THE SOIL. ° 4 < ° 4 BY 4 IN (10 BY 10 CM) THE POSTS. W ° ° 4 ° A ° ° ° 2. USE NATIVE PLANTS WHENEVER POSSIBLE. TRENCH UPSLOPE FROM AND 12. INSTALL TREES ON SEPARATE IRRIGATION VALVES WHEN POSSIBLE. ° ° ALONG THE LINE OF POSTS. ° °° ° 3. GROUP PLANTS TOGETHER BY HYDROZONE WITH SIMILAR ENVIRONMENTAL 13. REMOVE WEEDS AND INVASIVE SPECIES FROM PLANTER AREAS TO LIMIT cZ_ °, ° EXPOSURE CHARACTERISTICS. EACH IRRIGATION VALVE SHALL PROVIDE COMPETITION FOR WATER IN THE PLANTER AREAS. °° WATER TO PLANTINGS GROUPED WITHIN DEFINED HYDROZONES WITH ° ° °4° ° ° 4 4 ° SIMILAR SITE, SLOPE, SUN EXPOSURE, SOIL CONDITIONS, WIND EXPOSURE, 14. REPLACE DEAD, DYING AND DISEASED VEGETATION. MAKE SURE THAT WHEN AND PLANT MATERIALS WITH SIMILAR WATER DEMANDS. VEGETATION IS REPLACED, REPLACEMENT PLANTINGS ARE REPRESENTATIVE OF 4. PROVIDE ROUTINE INSPECTIONS, MAINTENANCE AND REPAIR OF IRRIGATION / j / THE HYDROZONE AND OTHER ENVIRONMENTAL REQUIREMENTS IN WHICH THE 5' RADIUS / -� PLANTS WERE REMOVED. EQUIPMENT AND SYSTEMS. THE PROJECT OWNER IS RESPONSIBLE FOR ALL PLANT AND IRRIGATION MAINTENANCE. �� i� �_ I 15, PROVIDE CHECK VALVES AND ANTI -DRAIN VALVES ON ALL IRRIGATION SYSTEMS. 20' 5. PROVIDE MULCH COVER IN ALL PLANTER AREAS TO KEEP PLANT ROOTS COOL, �� 4 IN (10 CM) PREVENTS SOIL FROM CRUSTING, MINIMIZE EVAPORATION AND REDUCE WEED GROWTH. 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE 7 6. MAINTAIN PLANTINGS IN A HEALTHY GROWING CONDITION TO REDUCE STRESS THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. AND WATER CONSUMPTION. INTO THE TRENCH. �® 7. REDUCE OR ELIMINATE LAWN AREAS. THE PROPOSED PROJECT HAS NO LAWN AREAS. II ° 8. PROVIDE SOIL AMENDMENTS AS NEEDED TO ENCOURAGE HEALTHY PLANT GROWTH I I I I �� ° e4° ° AND INCREASE WATER RETENTION IN PLANTER AREAS. �(� II III Ilpl I FILTER FABRIC II( RUNOFF TWO LAYERS OF GRAVEL BAGS 9. ADJUST IRRIGATION VALVE SCHEDULES AND IRRIGATION SYSTEM DESIGN AS NEEDED ��- I % _ WIRE _ WITH ENDS OVERLAPPED TO PREVENT WATER RUN -OFF AND ELIMINATE WATER DISTRIBUTION ONTO IMPERMEABLE 1' MIN., SURFACES. /� GAP BETWEEN BAGS SPECIFI ACTS AS SPILLWAY. COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET DETAIL SILT FENCE DETAIL GRAVEL BAGS CONSTRUCTI ENCINITAS, CA 92024 NTS i� PH (760) 230 -6025 NTS l� FAX (760) 230 -6026 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DE ', /nrn 4MEJ :-r . @F'c I A _ 4CITY OF ENCINITAS BENCHMARK "FN(:-'i9" PER MARKED SHORIZ.�CTRL. ENC ON TOP OF EAST CURB OF NORTH OF DRIVEWAY INTO ADMINISTRATION OFFICES. DATUM: NAVD88 25' HORIZONTAL: 1" = 20' VERTICAL: 1" = 10' PLANS PREPARED UNDER THE SUPERVISION OF RECOM ENDED DATE: °R - R.C.E. NO. 65124 rDATE ER STEVEN JONES EXP. 9 -30 -15 A WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC HYDROSEED NO TES 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 EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TOM COZENS AT (760) 930 -9336 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 CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES CNIMUM WHICH MAY ARISE. T 1 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE ��•/ - COARSE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AGGREGATE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. FIL TER FABRIC 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED ORIGINAL GRADING PLAN SHALL BE INCORPORATED HEREON. °° °° ° GRADE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 0 FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. Q(aOFESSjON 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE 9 O R. q( AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN O 1NLESS OTHERWISE Q� �� v0 F PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT J BY CITY ENGINEER �GV� ��N AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 0 ECTION A -A w No. 65124 m 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE Exp. 09/30/15 EFFECTIVE COVERAGE 15, THE SLOPESESHALL BE STABILIZED WITH) PRIOR )N ENTRANCE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 NTS `'l' CIvl\_ OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF Cp_ ZFOQ OF CALIFORNIA DEPARTMENT OF CONSERVATION. 'ARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. APPROVED i- ! EROSION CONTROL PLAN FOR: 456 ARROYO DRIVE (� � ENCINITAS, CA 92024 12050 -G GLEE /PRU A.P.N. #256- 420 -54 DATE PLANNING CASE NO: 14 -044 CDP SHEET 3 OF 3 V LLLLLLLL L CONSTRUCTION ENTRANCE LLLLLLLLL LLLLLLLLL SAND /GRAVEL BAGS (2 HIGH) 00000000 SILT FENCE (IF NECESSARY) X X HYDROSEED SLOPE PROTECTION EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TOM COZENS AT (760) 930 -9336 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 CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES CNIMUM WHICH MAY ARISE. T 1 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE ��•/ - COARSE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AGGREGATE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. FIL TER FABRIC 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED ORIGINAL GRADING PLAN SHALL BE INCORPORATED HEREON. °° °° ° GRADE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 0 FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. Q(aOFESSjON 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE 9 O R. q( AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN O 1NLESS OTHERWISE Q� �� v0 F PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT J BY CITY ENGINEER �GV� ��N AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 0 ECTION A -A w No. 65124 m 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE Exp. 09/30/15 EFFECTIVE COVERAGE 15, THE SLOPESESHALL BE STABILIZED WITH) PRIOR )N ENTRANCE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 NTS `'l' CIvl\_ OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF Cp_ ZFOQ OF CALIFORNIA DEPARTMENT OF CONSERVATION. 'ARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. APPROVED i- ! EROSION CONTROL PLAN FOR: 456 ARROYO DRIVE (� � ENCINITAS, CA 92024 12050 -G GLEE /PRU A.P.N. #256- 420 -54 DATE PLANNING CASE NO: 14 -044 CDP SHEET 3 OF 3 V