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2015-12387 SG (Plans)TIP N T RIGHT OF WAY NOTE EROSION CONTROL LEUCADIA WASTEWATER DISTRICT NOTES: WORK TO BE DONE : OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 46 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHRIS AND MOLLY BROWN AT (619) 778 -8412, 24 GRADING PLANS FOR i. ALL DESIGN, MATERIALS, AND SEWER CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING: HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN HOURS A DAY. WASTEWATER DISTRICT LED SEWER STANDARDS (LWD STANDARD SPECIFICATIONS 2013) AND TO THE 1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) 2. CITY OF ENCINITAS STANDARDS. OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON AND THE REGIONAL DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LIND SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY BROWN RESIDENCE DRAINAGE NOTE EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. STANDARD SPECIFICATIONS GOVERN. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE 2. THE APPROVED PLANS FOR "BROWN RESIDENCE" DO NOT SHOW OR INCLUDE ANY PRIVATE SEWER DESCRIPTION STD. DRAWING NO. SYMBOL NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS ENGINEERING INSPECTOR. CITY OF ENCINITAS LATERAL WORK, CONNECTION TO LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER MAIN, OR ANY PUBLIC TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE f SEWER CONSTRUCTION AND NO SUCH WORK IS REVIEWED OR APPROVED FOR CONSTRUCTION HEREON. SUBDIVISION BOUNDARY ........................... - - - TO AN APPROVED DRAINAGE FACILITY. SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 3. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED CENTER LINE .. ............................... - 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY COUNTY OF SAN DIEGO ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF ONE YEAR TIME LIMIT IS EXPIRED THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES PRIOR TO THE START OF CONSTRUCTION, THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE EASEMENT LINE . ............................... - - - - UTILITY NOTE WHICH MAY ARISE. DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL ANY CHANGES REQUIRED TO THE PLANS LOT LINE .... ............................... . 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT X SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LIND DISTRICT ENGINEER PRIOR ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. TO THE START OF CONSTRUCTION. PROPOSED PAD ELEVATION .................. . ....... PAD =126 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE LOT NUMBER .. ............................... PARCEL 1 GENERAL NOTES INCORPORATED HEREON. OLIVENHAIN MUNICIPAL WATER DISTRICT GENERAL POTABLE WATER EXISTING CONTOUR (MAJOR) ......................... 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT SYSTEM NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS THE CONCLUSION OF EACH WORK DAY. EXISTING CONTOUR (MINOR) ......................... FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS EXISTING FENCE . ............................... ° ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND QU5IY 1EAll AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND EXISTING TREE . ............................... . 2. THE SOILS REPORT TITLED "XXX" PREPARED BY XXX DATED XX- XX -XX, AND PROJECT# XXX FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON ` SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP f IMP rJ THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB PROPOSED CONTOUR (MAJOR) ........................ -160 ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. NOTES SITE AT ALL TIMES. �--� 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUC11ON WITHIN PUBLIC RIGHT -OF -WAY 2 PROPOSED CONTOUR (MINOR) ....................... . OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS, y 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 23,300' A STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING CUT / FILL SLOPE .............................. 1. FOR STORM WATER POLLU110N CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES o GRADING. INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION WITH THE DISTRICT'S INSPECTOR. � CU? 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DAYLIGHT LINE ..... ............................ PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTION OF DRAINAGE ........................... REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. MODIFIED WITHOUT A PERMIT FROM THE CITY. SITE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPAMP FACILITIES AND /OR TO 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL SCHEDULED ON A MONDAY OR FRIDAY. ENGINEER OR A LICENSED LAND SURVEYOR. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING TURF /LANDSCAPED AREAS. CONSTRUCTION. SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. AN ADEQUATE IMP /BMP. SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS HELD O GRADING ITOHPERATONS SHILL COMMENCE UNTIT:ACPR PRE-CONSTRUCTION MEETING HAS SOILS 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT VICINITY MAP IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: ENGINEER, GRADING CONTRACTOR AND PERMIITEE. THE PRE - CONSTRUCTION MEETING SHALL BE A PERMIT FROM THE CITY. 800- 227 -2600) SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING 760 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE NTS 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROP CONSTRUCTION SITE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT O OBTAINED. OSED 633 -2770. PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEGINS. ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE L IMPERVIOUS, OWNER 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. NON- COMBUS118LE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. STATEMENT OF ENGINEER OF WORK 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY CHRIS AND MOLLY BROWN 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED 3137 DUSTY TRAIL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO 12387 -G HAS BEEN PERFORMED IN WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF ENCINITAS, CA 92024 PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE (619) 778 -8412 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH NTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED 4' MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A OWNER'S CERTIFICATE 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY 12. ALL GRADING SHALL IN INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKALLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS IT IS AGREED THAT THE FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF NOTIFICATIONS HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)SHALL HAVE A REGISTERED CIVIL NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE. NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS ACCEPTABLE FOR THEIR INTENDED USE. PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE DIRECTOR OF ENGINEER SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR PROPER COMPLETION OF THE IMPROVEMENTS. IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS, FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR PRIOR WRITTEN CONSENT. OUT OF THE WORK PE BY THE ENGINEER. MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH THE AS PERMANENT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: COMPACTION AND ST ILITY 0� THE SITE. INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN A. SEWERS - CSD - (760)- 633 -2770 1J'sv^ (i S SIDE OF WATER METER. ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 SIGNATURE: J DATE: ll 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO SIGNATURE: V DATE: MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT- (760)- 632 -4642 OLLY BR * INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. DA ON MAP-K BaE,vcicK TO BE PLACED, LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL D. TELEPHONE - SBC BELL - (760) -489 -3411 G'. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE R. . N0. 7 6 i?GE' 48153 GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN SIGNATURE: DATE: _/ 1�� WHENEVER POSSIBLE. E. CABLE TV -COX COMMUNICATIONS- (760)- 806 -9809 X -2233 .DATE: 09 /16 EXP. DATE' : (p-30-I6 ROFESS/ COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY CHRIS BROWN 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS Q STANDARD SPECIFICATIONS ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. �o ' PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: CHRIS AND MOLLY BROON 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT LANDWORKS L.ANDMA2K- Co10SUtT(NG _� r o SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL 3137 DUSTY TRAIL REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 110 WAY SUITE P 9555 GEM& Ave " ° Z BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ENCINITAS, CA 92024 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OCEA 2058 SUITE 200 ` No. 0066 �^ NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR REJECTION AND REMOVAL. (619) 778 -8412 OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED 60) 908 -8 SAN pi6Wo,CA ltml ' EXP 16 EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. PH (SSS) 5b7- bozo sT C1VJV P REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN IMPERVIOUS AREA 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF (OF CA1� ACCORDANCE WITH THE GRADING ORDINANCE. , THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1,191 SQFT SOILS ENGINEERS FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN = rry\ PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE IMPERVIOUS AREA AFTER CONSTRUCTION: 3.643 SQFT THAT SPECIFICATION. AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY INCREASE IN IMPERVIOUS AREA: 2.452 SOFT THE FOUNDATION EXCAVATION BACKFlLL WILL BE SUPERVISED BY A SOILS ENGINEER 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE c_ l DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF C48153 n AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL 1,337 PIPES AND APPURTENANCES. j IMPERVIOUS AREA REPLACED: SQFT (DRIVEWAY) exP. 06r3oi2ai8 J 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF / FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE EARTHWORK DATA TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ~ TIN CFU i - As I 1 L T GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE STEEPEST EXISG NATURAL SLOPE ON -SITE = 2.0 H : 1.0 V ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, \ J 1 CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF MAXIMUM VERTICAL DEPTH OF CUT = 0.0 UNUSUAL ABUSE OR NEGLECT EXCEPTED. THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE MAXIMUM VERTICAL DEPTH OF FILL = 6.6 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN BMP PROJECT STATUS REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT lyip WRITING BY THE DISTRICT. WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE CUT = -1 9 C.Y. FILL = _ C.Y. 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. TREE REMOVAL. IMPORT = IA/61 tr,y STANDARD REMEDIAL = � C.Y. THESE QUANTITIES DO NOT INCLUDE ANY LOSSES DUE TO SHRINKAGE, SUBSIDENCE, OVEREXCAVATION, OR ANY SPECIAL REQUIREMENTS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS R EPORT. THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. ALL 9.toa CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF EARTHWORK QUANITIES PRIOR TO SUBMITTING A BID. , SUITE P, OCEANS 2058 SHEET INDEX LEGAL DESCRIPTION 908 -8745 • info @civillandworks.com SHEET NO. 1: TITLE SHEET PARCEL 4 OF PARCEL MAP NO. 8251, IN THE CITY OF ENCINITAS, IN THE COUNTY OF SHEET NO. 2: GRADING PLAN SAN DIEGO, STATE OF CALIFORNIA, RECORDED IN THE OFFICE OF THE COUNTY OLIVENHAIN MUNICIPAL SHEET NO. 3: EROSION CONTROL PLAN RECORDER OF SAN DIEGO COUNTY, JANUARY 4, 1979, BEING DESCRIBED IN DOCUMENT LEUCADIA WASTEWATER DISTRICT FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION WATER DISTRICT ENCINITAS FIRE DEPARTMENT NO. 2009 - 0657785, RECORDED NOVEMBER 25, 2009. PUBLIC SEWER SYSTEM APPROVAL SITE ADDRESS APPROVED BY: LWD DISTRICT ENGINEER 3137 INI DUTAS STY CTRAIL STEPHEN DEERING, PE RCE DATE APN: 264 - 222 -27 FIRM EXP DATE SI N DATE SIGN ATE SIG DATE SIGN DATE 51GN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: DV JAF DVC ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. Ul, Z 5 Z2o DESCRIPTION: clrY I As PLANS PREPARED UNDER SUPERVISION OF GRADING PLANS FOR: BENCHMARK NO. 1011 RECOMMEND D: �(�(7 APP LOCATION: SOUTHEAST END OF THE HORIZONTAL: 1" = 10' DATE: 9- $- /s BROWN RESIDENCE CUL -DE -SAC OF SITIO BORDE 12387 -SG RECORD FROM: ROS 18416 VERTICAL: 1 " =2' R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM 3137 DUSTY TRAIL APN: 264- 222 -27 ELEVATION: 369.543' 17/2111 5' // DATUM: NAVD88 DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: /4-063 lu1 SHEET 1 OF 3 4� T J p cn ��g -- ��o -- ��_ �- / , �\ o glof��ENT►M►BasTN .� ' �v "_ �--�� 8.3 r / ! `37 F¢ 3 1 � -�! � I kEFA IDED`H 1 HOLD HARMLESS FOR DRAINAGE AGREEMENT RECORDED SEPTEMBER 1, 2015 1 IAS DOCUMENT NO. 2015 - 0463938 14 a MAmrIll5m Wc6 /AORSaMeNT d , I H /IR PIN FOUND !J .' \ Fct / - MpvctLRnL. E/%*AAIKAASvT OR El P PM 8251 / i - t/t� I 2 ! 1 \ 1Z&oAA460 MAY 1� 2ptg AS OoG. d ° '�' No. 7,otb -orrms OF ax EXISTING 40' PRIVATE ROAD EASEMENT O8 _(` f h a <_ ! PER PM 8251. 3 ° SEOFVT B ' - fMAX. NT. cc CD NN UA10bCCSME•A7TFA t ' � \ sa enr 3r 'Flu— . 1 I \ \ N T FG 3 :77 5 _ co ' •4R6A °� � a a • M { J \ " 1'M ° 375— -� / ° ° \ \ EXISTING 40' UTILTY EASEMENT TO Q O 1 Q 1 \ SAN DIEGO GAS AND ELECTRIC COMPANY, o Tl p ► LL s 375.58_ EX - I PER DOCUMENT N0. 1981-125226 To I �° ° OF OFFICIAL RECORDS, ry eAY RECORDED MAY 21, 1981. o _ — M( N Z 377.18EX — --- _— �- - - _ 4 � ._ 37 / + \ 378.25FG IROPOSED GARAGE 4 373.5E -° 1.11F� a °+ f4,_, 4 a _ \ + el SEWER LATERAL 1b —FF =381 11 ° I ` ' CONNECT TO EXISTING SEWER., 1 \ \ \ l -% d j °* °� a q a 0 BE FIELD LOCATED BY' CONTRACTO \ 381.11FS f, PAD= 380.44 ��a ° z� ° ° . ° ° \ 381.11FS R ° d \ - i - .1 EX / r ° 0 95F8 ° TE 38 � ... , \ f � da f d a ° 4 SAWCU LINE TYR).. i381.11F . S FS 3,8 0 ° 379.32FG I ° ° d ° ° 381.11FS d FIT 381.11 °. \ ` , 'INCH\IRON PIN FOUND 380.20FG q 379.71F G / OR SET PER PM 8251 ( / 1380 DOE EXISTING GARAGE. I j ° v° 1.2% n a a M\ 1 IV \ ° ` BUILDING TO REMAIN ° a A d 1 i 4 4 J —, DEEP ROOTED, DENSE, DROUGHT I / TOLERANT PLANTING SUITABLE i \ �° ° i °q FOR WELL DRAINED SOIL P ARCEL 4 jy% 1 ° ° \ °\ ° RETENTION AREA SHALL BE I ° LEVEL AND DEPRESSED A l © A MINIMUM OF 14" FROM THE " 2 -3" HARDWOOD MULCH f SURROUNDING GRADE 10 MIN IoW BUILDING TO � AWN'\ ` �,, ° � S��FPC�E 5.00' a SETBACK 1 n /) ° 2� .1 I \ 1 a f tr MIN. ENGINEERED SOIL EXISTING d SEE NOTE BELOW RFFIDENCE. ° ! f SOIL MEDIA 2 -3" OF 3/8" GRAVEL 110 CHANGEI DESCRIPTION APPROVED I DATE 10 0 10 20 GRAPHIC SCALE SCALE. 1 "= 10' BENCHMARK DESCRIPTION: ENCINITAS BENCHMARK NO. 1011 LOCATION: SOUTHEAST END OF THE CUL -DE -SAC OF SITIO BORDE RECORD FROM: ROS 18416 ELEVATION: 369:543' DATUM:NAVD88 // // 390 »1 370 360 0 +90 1 +00 ,C1 4� \NCNQ so PE N86'55'53 "E 448.47' VCV 11 AD. Cr%AI NOT TO SCALE .?1376 NO. 2E 1 +25 PVC f�k"LlZdll:[�]:I�ia 390 380 370 360 1 +50 -- a ° EASEMENTS 1h r 3 i0 M O N I Z r r " TITLE REPORT ORDER NO. 73715006897 -PM HAS BEEN PROVIDED *BIORETENTION 'ENGINEERED SOIL "LAYER SHALL BE MINIMUM 18 "DEEP 'SANDY LOAM "SOIL MIX WITH NO MORE THAN 5% CLAY BY CHICAGO TITLE COMPANY, EFFECTIVE DATE APRIL 30, 2015. �) QPOF ssrp , CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. THE FOLLOWING EXCEPTIONS ARE ADDRESSED HEREON. 0 P BR F c� ••3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND 6 A PUBLIC ROAD TO THE COUNTY OF SAN DIEGO. co mo 66 Z 2 3153 STORAGE ABILITY OF THE BASIN. CANNOT BE PLOTTED FROM THE RECORD. (♦.t+Ll R, P.09/ 16 EXP.06/30,2018 * THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL O SHOWN HEREON , sr ci v %v P clv1� T CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 6.5% OF THE IMPERVIOUS AREA DRAINING TO IT. q�OFCA1� s v, 9rF0Fc Au`" LOT BIORETENTION BASIN FOR IMP /HMP O 10 SHOWN HEREON N.T.S. DESIGNED BY: DRAWN BY: CHECKED BY: SCALE SPECIAL DISTRICT APPROVAL D JAF DVC ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMME DED: �Qp APPR E GRADING PLANS FOR: HORIZONTAL: 1 " =10' DATE: 9 —s -if Ma BROWN RESIDENCE VERTICAL: 1 " =2' R.C.E.NO.: 70066 MASIHMAHE GLENNPRUIM 3137 DUSTY TRAIL APN: 264- 222 -27 12387 -SG DAVID CARON EXP.: 9 -30 -16 X121 �zzi /rs Cam, DATE DATE PLANNING CASE NO: jl� —0(e3 M )s.)/ Bf;V� SHEET 2 OF 3 r IIi= m:�ss�me II(= n�L�ll` II(= ®ee�ee�ssss:�u,;ae� Ut= 11.11 °n-• =1� "` ����••G••• � 1' 1 Ifl 1 1 NO. 2E 1 +25 PVC f�k"LlZdll:[�]:I�ia 390 380 370 360 1 +50 -- a ° EASEMENTS 1h r 3 i0 M O N I Z r r " TITLE REPORT ORDER NO. 73715006897 -PM HAS BEEN PROVIDED *BIORETENTION 'ENGINEERED SOIL "LAYER SHALL BE MINIMUM 18 "DEEP 'SANDY LOAM "SOIL MIX WITH NO MORE THAN 5% CLAY BY CHICAGO TITLE COMPANY, EFFECTIVE DATE APRIL 30, 2015. �) QPOF ssrp , CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. THE FOLLOWING EXCEPTIONS ARE ADDRESSED HEREON. 0 P BR F c� ••3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND 6 A PUBLIC ROAD TO THE COUNTY OF SAN DIEGO. co mo 66 Z 2 3153 STORAGE ABILITY OF THE BASIN. CANNOT BE PLOTTED FROM THE RECORD. (♦.t+Ll R, P.09/ 16 EXP.06/30,2018 * THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL O SHOWN HEREON , sr ci v %v P clv1� T CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 6.5% OF THE IMPERVIOUS AREA DRAINING TO IT. q�OFCA1� s v, 9rF0Fc Au`" LOT BIORETENTION BASIN FOR IMP /HMP O 10 SHOWN HEREON N.T.S. DESIGNED BY: DRAWN BY: CHECKED BY: SCALE SPECIAL DISTRICT APPROVAL D JAF DVC ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMME DED: �Qp APPR E GRADING PLANS FOR: HORIZONTAL: 1 " =10' DATE: 9 —s -if Ma BROWN RESIDENCE VERTICAL: 1 " =2' R.C.E.NO.: 70066 MASIHMAHE GLENNPRUIM 3137 DUSTY TRAIL APN: 264- 222 -27 12387 -SG DAVID CARON EXP.: 9 -30 -16 X121 �zzi /rs Cam, DATE DATE PLANNING CASE NO: jl� —0(e3 M )s.)/ Bf;V� SHEET 2 OF 3 l 1 � APN. 2 6� � / F ' I ! { :7 S L� I APN: 264 -22 -24 r � r I L- �I � I I 5.00' SETBACK I I 110 CHANGE TF DESCRIPTION APPROVED 1 DATE �_ / �- / i q !' �� ✓ �� ( - ((j Y BMP LEGEND DURING CONSTRUCTION) EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DESCRIPTION d n �, CHRIS AND HOLLY BROWN AT (619) 778 -8412 STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC -1 0 0 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL i NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF Q2 SILT FENCE PER CASQA SE -1 TEMPORARY DEVICES WHEN RAIN IS IMMINENT. / 4 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 1 n d Q3 GRAVEL BAG PER CASQA SC -6 WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 1 a r 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 1' IJf a )moo FLOW DIRECTION TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN OFF PRODUCING RAINFALL. N: 264 -22 -26 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL GENERAL SITE MANAGEMENT DUE TO MEASURES AS MAY BE BY THE CITY f a UNCOMPLETED GRADING OPERIATION OR UNFORESEEN INCIRCUMSTANCES ` _ 1 - DESCRIPTION SYMBOL WHICH MAY ARISE. APN: 264 -22 -27 � f -- � �_ �` MATERIAL DELIVERY &STORAGE: WM -1 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE J ` <. NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO __. °� LL N A CONTROL N / SPILL PREVE T10N AND CO TRO WM -4 AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. a CONCRETE WASTE MANAGEMENT: WM -8 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED / \ GRADING PLAN SHALL BE INCORPORATED HEREON. ° 1_, SOLID WASTE MANAGEMENT WM -5 f/ jL j Q ° B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY J373 f I d, d \ \` SANITARY WASTE MANAGEMENT WM -9 FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK l DAY. HAZARDOUS WASTE MANAGEMENT: WM -6 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE 5) DAY RAIN . __ ° 2 a AND BOTHER DEBRIS SHALL CBE REMOVED AFTERN ACHRAINFALL. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE e a �... �� EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR _ ° } TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH = 'l 3 a \ \ PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 '� \ OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 1 is a d n ` ~- d - i a ` d 46 f a , G C ° as Qlfa° a F53'HMO 4 c \ ° FF 38111 a EXISTING GARAGE n a ° � -- ° I 4 41 /y5 ° 4 S V/ a n �l n d d n. PARCEL 4 r � Q 4 EXISTING RESIDENCE a. f , d a APN: 260-22x27 d % ° 0 d f r� ESS/ 0 � ' ,20FLSS/ 10 0 10 20 y o , o� DESIL11NG BASIN NOTE No. 066 z �Q� 48 i 53 m BIORETENTION BASIN SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING GRAPHIC SCALE g 1 g m CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION SCALE: S L s C 9 �� Y, ExP O &'30�201a * BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO q OFCAV* s OCCUPANCY AND /OR FINAL T,9T ClVll �P FOFCAIIFOa� BENCHMARK DESCRIPTION: CITY OF ENCINITA—S BENCHMARK NO. 1011 LOCATION: SOUTHEAST END OF THE CUL -DE -SAC OF SITIO BORDE RECORD FROM: RIDS 18416 ELEVATION: 369.543' DATUM:NAVD88 SCALE HORIZONTAL: 1" = 10' VERTICAL: 1" = 2' EROSION CONTROL BAG WEIR SPACED AS NEEDED RUNOFF 4SPILLWAY Fl F� I I I =*=111 BOTTOM ROW OF BAGS TO BE SET 4" MIN. INTO FINISH GRADE GRAVEL FILLED BAGS DETAIL GRAVEL BAG STACKED TIGHTLY PLACEMENT NO SCALE PLAN VIEW NO SCALE GRAVEL SANDBAGS PER CASQA SC-6 STEEL OR WOOD POST ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POSE —� •i ' 10' rM 1 OR WOOD POST (1m) HIGH MAX. .�•. .FLOW MAXIMUM SPACING WITH 'ORT FENCE MAXIMUM SPACING WITHOUT IN. bRWW'66K I FLOW 9" MAX. ((225mm) 8' (200mm) STORAGE" HT. M. Mxm If MIN. \ 1Y MW. (300mm)\ (3DOmm) x6' 100 X 150mm) 1REN 97H COMPACTED BACKFILL TRENCH DETAIL INSTALLATION NO SCALE WITHOUT TRENCHING NO SCALE NOTES' FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. V (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. REMOVED SEDIMENT SHALL BE DEPOSTED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE NOT 70 SCALE ER WATT SUPPLY W W ER CRUSHED AGGREGATE GREATER IRAN 3° BUT SMALLER THAN 8° -� CORRUGATED STEEL PANELS ORIGINAL GRADE 12° MIN, UNLESS OTHERWISE FILTER FABRIC r� SPECIFIED BY A SOILS ENGINEER co SECTION A -A ' NO SCALE CONSTRUCTION ENTRANCE PER CASQA TC -i DESIGNED BY: DRAWN BY: CHECKED BY: SPECIAL DISTRICT APPROVAL V JAF DVC ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: -lQCl APP VE GRADING PLANS FOR: DATE: �,s' AA M � BROWN RESIDENCE R.C.E. NO.: 70066 MASSIHH MAAHtER GLENN PRUIM / 3137 DUSTY RAIL APN: 264- 222 -27 A ExP.: 9 -30 -16 DATE / ' S DATE PLANNING CASE NO: I �i 0 %3 M) �I DRAWING NO. 12387 -SG SHEET 3 OF 3