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2013-11786 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. Z. `CUE 5011 -S QED -CI T LC. Del SCSPPLEME,9AI, GE6TECNNIC4(. PP-(SPADM Bh `te:kfACC>a , <7A (ED N0V- IBEK 16,20(3 a-IDD U?D/aTED DATED , PROJECT #231S SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS, 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION, THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION I OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1.1N CASE EMERGENCY WORK IS REQUIRED, CONTACT PETE WESER ul cw AT ( _l(-Z) 310 - n(,0 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3.,DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. 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 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONT140L SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL ABA 953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK I REVISE V STRTIOIJ n>Arnt a4 DESCRIPTION: Z 5`5R4 S5 DISC LO CAT ION:4.5'w1(J'CC RatS -170 E DL- I6 osA1J0FOUD RECORD FROM: CYT4Of EK)CAt)%TAS D2113C ELEVATION:G -1 414 DATUM: NAVD88 SCALE SPECIAL DISTRICT APPROVAL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEI PAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLU! °ION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILISATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER - POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 - 1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 4364151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) -489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3570 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 31% SQFT DECREASE IN IMPERVIOUS AREA: AZO SQFT IMPERVIOUS AREA REPLACE 3150 OWNER PE.tZ- KE�Y_CX.IfC4� P.o.13oK 183$ Ftu.s obK, GD. pmt% t X60- 310 -1160 'S SITE ADDRESS, IZ36 I�iE P CutJE /a 1Et SUE C� J a ; APN t5C,( -�, (o -Z' n O EARTHWORK DATA Y STEEPEST EXISTING NATURAL SLOPE ON -SITE = I H: 1 V 2= LEGAL DESCRIPTION Fbt- lot) I,X5T 25, MAP no4 CUT= 108`3 C.Y. FILL= 4S C.Y. LA - SASon� 0 PNoESE OWNER'S CERTIFICATE \ I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR \ GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL\ 5 GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF\ THE SITE. SIGNATURE: DATE: PE-IG KES'ROVICHI owNlee- SOILS ENGINEER'S CERTIFICATE Y��JOh�lfa tun. G� I fv }TAS VICINITY MAP N.T.S. I,W/3- l'GR.ceMI(roN)A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 5-z3- aY AND FOR AN UPDATE ON 0- IZ . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THI ROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNEDt -l/l Gi.E: NOZNZ45� EXP. DATE: I7,- 31 -Z0(S JOB #: Z31 S 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 ENGINEER'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, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED 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 TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY 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 ARISI G LELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR IL YEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUF TI E WORK PERFORMED BY THE ENGINEER. SIGNATURE:V�" "�" DATE: l l OG -2013 PP�1LICk "W. HAQ,R9soo. T2C6 2534 1Z05p (ZZ2&T ROl�D WWA'% Cu t 85g •6-t � -8£�8 RCE EXPIRES '3-31 -ZOIS a ; EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = I H: 1 V MAXIMUM VERTICAL DEPTH OF CUT =13.ZS ' MAXIMUM VERTICAL DEPTH OF FILL = Z.8 ' CUT= 108`3 C.Y. FILL= 4S C.Y. IMPORT = O C.Y. REMEDIAL = -50 C.Y. LEUCADIA WASTEWATER 'I D. SQFT 3Lwo J•SAw PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION 2 -'p -/ DATE i PREPARED UNDER SUPERVISION OF DATE: 11-f&ZOB R.C.E. NO.: '6YA I W.Hd- p- p53lo,2CE EXP.: b31 -ZbIS BMP PROJECT STATUS STANDARD r� V W DATE v 'f le ?la% SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT � 51 �l 0 p� "IGN OD OD GN DATE N DATE SIGN DATE ATE v 51cm.EXPIRES ZYF4S AFTER VmS GINEERING DEPARTMENT APPROV S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECOMMENDED- .Joao App D: GRADING PLAN FOR: 1230 NEPTUNE AVENUE MASS H HER GLENN PR IM PETE KESEROVICH 11786 -G 2121114 Z L APN: 254- 210 -23 DATE DATEr PLANNING CASE NO: OZ- -`L3'1 GDP /De SHEET 'l OF 4 F'LG, 1395 T F�LAN - 1230 NEPTUNE AVE, P�ar�°TEe. I3ox SCALE 1 " =10 7oPec5I:oo 5' IoOLF �F" p�j��e2" E v8— -- a R/W �� I� NOTES: / 1 ALL THE WORK PROPOSED ON THIS PLAN IN ENTIRELY WITHIN THE v�. `0 M SONRPLANTER OR P ! � 1 K \ 3$L F 6F CA PvG eZW� / AROPERTIESSISRONERCIPATEOAAS RESULT TO ADJACENT EXISTltv6 pGC P�I,bCK- W 1'R P PEOU LET, SEE �ROFILE I \ - ` BLOW OR ELEVAT ONS ANY PROPOSED e F PCC WELL SW�p " P- Ns� at5 1 s WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT I PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE 7�O 5,3'° r� ' ���� 621' � _ Dfly(dC�t iit� DU _ � EXISTING 8 "UGj� CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON / �s _ _ - ° ,�'°I°'1 �- � � SEWER MAIN THE ADJACENT PROPERTY THAT HAS NOT BEEN PREVIOUSLY TA RS ZED IN WRITING AND SUBMITTED TO THE CITY IS EXISTING S) - HE PROJECT EXIST \ING BLOCIt, GRAVITY SAL AUTHORIZED GROUNDS FOR A STOP WORK TO BE ISSUED FOR T \TO" BE' REMOVED a ` II. , . ?� UNTIL THE REQUIRED PERMISSION IS OBTAINED. __ -- -� , X1, NTIL VER \ n = _ _ }1I� 1 _ / /• F R�� 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL'DBTAIN AN _ U i / ; "� i _ . 1 / ! i NTO 0' q I �RC>PpS D �GG P721WZ79 PM IJ o -- -- _ i 40' MIN. Ere EXLTING L _1 - + I BLDG TO BE P�� P4 wAuU, ` �$pSP� A p�Rlc ENCROACHMENT PERMIT FOR ALL WORKTO BE PERFORMED IN THE / / -_ SETBACK I o t, I I' F�yc�tbCO RIGHT-OF -WAY OF NEPTUNE AVENUE. � OF �UNPERMITTED FILJ / 2y 7u�_b� / �` FLOOR LINE d REMOVED LP�cQ IL-D( P Ions �.' To BE REMOVE� SECOND FLOOR z I' I' j / I /� / BnsEht nST ��r -P> -.n t Fe i� .' ®'u� �. I �c�X1`rTItJG wp YYAEI f / ! TOBERL AREA / I 1. / S �cyrE MolQ 3. 'WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION V7 I! it / i RES ORE /PRE- EXISTING / ' a ` APPROk.) I 1 / T x.25 i I /' ( /! 'SEE RECOMENDATIONSIIN SUPPL!EME�TALI BL FF GE I L =l , DUE TO EXISTING GRADES AND SOIL ENGINEER RECOMMENDATIONS, ' I t BY TERFA MST \ '� �'II EP.- ' SOIL ENGINEER SHALL DETERMINE FINAL WALL FOOTING DEPTHS. GEOTECHNECAL REPOR EX TIN CONSULTING GROUP r I p sue>vc ubm ��. P R 0 P 0 E D • �. o I` ED OF B UFF �- j / I PROJECT NO. 23 5 1 I/ 1 N o 1 AP OX. 1106 -,� 4. THE NEW PCC PAVEMENT CROSS- SECTION SHALL BE AS RECOMMENDED % / 1 APRI 13. 2007 sP G Z D vaecL £Pt2 B RE S I C E�' ' 3;)T-lLl li�F� BY THE SOILS ENGINEER. THE MINIMUM DRIVEWAY SECTION SHALL � � � EXI5TIN6 FY.C. ' R.ANSj -� �' EXISTItJ� SOU t BE NOT LESS THAN 5 -1/2" OVER 12" OF RECOMPACTED NATIVE m -� -- - �� �i'� � I lC�: % i .).6 13toiz6i- EA/Tt -v CA31N PER 1 SlDaiv i I I I Q�pL �ZQ1I .� SUBGRADE SOIL, UNLESS THE SOIL ENGINEER INDICATES i pGTAtL BELOW RIGHT RaoF °o So,' OTHERWISE. /IntN�hnWED J LCO I DEpP{± Z - -�� 1 �I (� Cv ,�PVG i / 1 , E � �'NWLL_ IPRAIN -(0 %jMVP ^'' A J I � &C L—IG� 1J.ij� NYTc- 13. �/ T ` t,/ 1 �1 / li I 5. CONCRETE SIDEWALKS AND PATIOS SHALL NOT BE LESS THAT 4" {I l \ \ \ •\ \ \ y / I SEC) rYr V 9 �L(PEIZ BUII DID P�aIUS�tA3 PCC OVER 4 CLEAN SAND OVER 12" OF RECOMPACTED NATIVE w 40' MIN. ffLTI/ 1 r SETBACK I / l �' �_ ���I SUBGRADE SOIL, UNLESS DETERMINED OTHERWISE BY THE SOIL RA �/ ` �/�/� ` bn1 ENGINEER. JOINTS AND REINFORCEMENT PER SOIL ENGINEER. Ro. , 1STL1177 f'ol 5. FOR STORM WATER POLLUTION CONTROL BMP'S ROOF DOWNSPOUTS �'', �, A A k ti y $� " 0 I TO BE DISCHARGED INTO PLANTER AND LANDSCAPE AREAS PRIOR �- TO COLLECTION INTO THE PRIVATE STORM GRAIN SYSTEM TO THE .\ .__.: 10g }TSZET�C4I R-ESUR ciN6 k SATISFACTION OF THE CITY ENGINEER. WATER SHALL NOT BE y�C� \ o n tr Cl MiGIN Tl,� ,.� V _, -\S 70 3 15 W 202. 89 �: /- �....r'v_ _�" I E.P. � .r;' % 95� ,.. � I yy ( S�D:DE -CAiI, ALLOWED TO POND ON SITE AND DRAIN TOWARD BUILDING I I k- ( FOUNDATIONS. - \ \ \ 20' EXISTING A PAVING EX)SM106 PCC„ S w IG W>J�� foPc�� BLDG SETBACKS w - �- / IZ zl2 !� e 16' -0o LINE i 7. ALL ON -SITE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ' -- o ARE PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY -- 1 I -� —�� m I i tn�a�z�l�w OWNER. f -/ _ JTj 1 -- INSIpLL SIC v �t l pNa�i f �i LLI - -- co PQo9 LAVE pCtz l qo / / I - - -_ - - -- -- 8. THE EXISTING TOPOGRAPHY SHOWN HEREON IS FROM A TOPOGRAPHIC ��ll I S�2S SURVEY PERFORMED BY PAiC1ZlCK W,HAIZ�tIS6�� Rck 29241 w Eb, Zp ELEVATIONS SHOWN ON THE PLAN ARE ON THE NAVD88 DATUM. 9. SEE SHEET 3 OF 4-FOR TEMPORARY CONTROL MEASURES. I iN`SI�l,1, i I 10. A PRELIMINARY TITLE WAS PROVIDED BY THE OWNER AND RE- VIEWED FOR EXISTING ON -SITE EASEMENTS. ' R joy�7�OSEp PGC QI ~ IS 11. HOLD HARMLESS AGREEMENT RECORDED rC__ CMAY 181 ZO) f D2IXIEWDD I P opmED pr_(_ mI\IEWA�I QP AS DOCUMENT NO. ZAlH - 65676 OF 0. R. � o'� � PCC Ci7zootvS 13UX ��• ' TG = 50,33 /�d 12. ALL UTILITIES WITHIN THE PROJECT SHALL BE INSTALLED UNDERGROUND P,= 8$So /p v 99oR3SED SeCAN'T Lvpi t. ( " SHEET 4) INCLUDING EXISTING UTILITIES. �IQa b. _- o 13. EXISTING SEWER LATERAL TO BE CCTV INSPECTED BY CONTRACTOR TO _ \J� VERIFY THE INTEGRITY OE PIPE AND CONNECTION TO SEWER MAIN. O 6 lull 1, III - IAI 11� II'-Lf4a•LII -Ip -Ili _ � � N Z P�cO41NC� 4 Gl..l�SS [� (�4SE vt - w 114- I11 =Iq p� ill w_T!.•�- Ijr= i \�'�`� _ m fl. NOTE: iZl ` g/q CRvS41GD IZCX lC /'2! 6l1 1{ " it i ICAO l Q\�6tN c E2E0 SO f L, OUEZ G" TLIICK L4 DISTRICT TO UPGRADE TO 1" WATER LATERAL AND DUAL METER l /L PER WS -09, WC -1'7 AT OWNERS EXPENSE DETAIL i6QUA71MIG �Ao(.S tiv i PmctcfLox io vino vzovcSE--D I- IF- TS;A'TIw -D�Z.so 5 No sc�LL DE-TAI(, FLOW - rzok)CA PC.w7m- BOl( `b PQopoSED Try- sI�'I� CsEwEU� \�s��OP� ©' PRm C P FT STATION 1) -z •SCE' ScPUE Ill -4' (DRpwaYaE) E ROF1L-E LIFT STA"TIOUS CteNRA►xE �rp S l g able 'RIw ?CC '( wov-S PAX l3 �r l, p _NPT Elaclri<al coupling - \� C.. ✓lJ` .:� - .. 9/0 tZa �gc�t� DEEP ROOTED, DENSE, DROUGHT c7K 2. �i —ca,e valve lo• TOLERANT PLANTING SUITABLE " 309 S,alnloaa ck.1 T„ L i, float Hraekat; .'� -C�� N <31 G "P' "_ / V -� RETENTION AREA SHALL BE ^FOR WELL DRAINED SOIL I XISTIA� 6R✓aaD l I /' I ❑slows • C✓' T , � ` � � PvC RISE, � \ .. i E /rN; G9:: ?S •�� LEVEL AND DEPRESSED A �6p )NftSL.t_. GZ,L r- Z "PUc PR-ESSUR•E 91PF-,-- 9- ,CS% - N \ \ MINIMUM O G PIKE 2 -3" HARDWOOD MULCH SURRDING GRADE ��ONy L \r�c5� 41u ?V— HIGH L#/EL "M — .._.vo• nba.. G - f4ltGlc rlvGrtL2ED Sots \��V `t�CliE o EM . C- ?Ntcg_ cU.1 _T:n lFC-P_Iv\EAf3LE Z.� v 11 _ FFC' 13- - �?'o ,/ sWtnmpywla soc 22. ISS >�,Iv�p 1 I- 24° MIN. ENC�INEEREDSOIL 1-II *SEE NOTE BELOW jj j�— b f YG ue�y'� ErEY _Giecnorge Pipe „`�'Vre( PUMP OrF. )�Kv ��A;,pvc PIPE SHIN)MN -4x�A 50CkZ.1SS POMPS .` AtlPP,er �' DETAIL. LIFT STA710ly �DRQIQbrI E) L /Duplex Sewage Pump Station ,�• ��,`� 'GU9�EX LvfiiS'CIJTlo1J "� _ \. / - PtzE�ase( � T tr�Gu<ls � J�'TA1L, LIFT STA -TION % � , t SUMP DRAIN PR0R E vv�Ex �t�TST611oN �� � � tso scALE BIOR' :.� F�9�� DETAIL 5cu 0 =10' Hlv BMP PROJECT STATUS GIANGE N10. DESCRIPTION APPROVED DATE BEN - - DESIGNED BY: DRAWN BY: CHECKED BY: ® CHMARK �� CIE IAI I ISTRIC �6�I IyOVA _ DI.,, EN0NEERING (DEPARTMENT APPROVAL REUtse P�s�m�� 2 t tom$ 1 sTe�loti, nmME : erac -o — DESCRIPTION Z•S" StzaSS D1SC —'— LOCATION `ASwD -TC, wT(LE�DR(r�oShNSFoRpBR HORIZONTAL: 1 " =10' -- RECORD FROM: Gl'Cq)OF ENCtroTAS -- ELEVATION: C� l.ro� VERTICAL: 1 ° = 10' DATUM: NAVD88 PW rl PARED UNDER SUPERVISION OF RECOMMENDE APPR DATE: n -O6-to(3 61Z IR.C.E. NO.: 29241 MASSIH MAHER, 'PeDw -t HARRISON, RCE EXP.: 3/30 /1S DAT-E�aI 14 DA NO SCAUE *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. CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. aRADING PLAN FOR: 1230 NEPTUNE AVENUE (1$� _� PETE KESEROVICH APN 1 254- 210 -23 PLANNING CASE NO. OZ Z31CDP /De SHEET 2 OF p� V 0 W i o �1 \ F' I I III L_ 1��f I I I I I GRAPHIC SCALE 1 " =10' OSION CON_ MOL PLAN SCALE: I"= NOTE: CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT COARSE TRAPPING DEVICE AGGREGATE r' FILTER ,c I / I - jl E.P. J 701 ��-- EXISTING Ai PAVING - - -------- T BA �.K -r -- L / �— _ � f3l_N6 SF � L_ 1N �� co Lli �i I f; R /WI i i Nom: r 1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE RESPONSIBILITY OF THE OWNERS. THIS WILL INMUDE ANY POST— CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION - OF ALL CONSTRUCTION OPERATIONS. 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL MEASURESS, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANT$ DIRECTING WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR STORM DRAM MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER AND SPILL CLEAN UP TECHNIQUES. S. IN 'THE EVENT THAT LANDSCAPING MATERIALS ARE PA �0 REGiUIRED TO BE STOCKPILED, THE STOCKPILES WILL BE LOCATED OUTSIDE_ OF_ ANY �DRAINAGE COURSE IN ORDER TO m co C 6)` t` co 00 00 V O d' m tj 6' Q N U C) (/J Q F° W n• � r i OSION CON_ MOL PLAN SCALE: I"= NOTE: CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT COARSE TRAPPING DEVICE AGGREGATE r' FILTER ,c I / I - jl E.P. J 701 ��-- EXISTING Ai PAVING - - -------- T BA �.K -r -- L / �— _ � f3l_N6 SF � L_ 1N �� co Lli �i I f; R /WI i i Nom: r 1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE RESPONSIBILITY OF THE OWNERS. THIS WILL INMUDE ANY POST— CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION - OF ALL CONSTRUCTION OPERATIONS. 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL MEASURESS, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANT$ DIRECTING WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR STORM DRAM MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER AND SPILL CLEAN UP TECHNIQUES. S. IN 'THE EVENT THAT LANDSCAPING MATERIALS ARE PA �0 REGiUIRED TO BE STOCKPILED, THE STOCKPILES WILL BE LOCATED OUTSIDE_ OF_ ANY �DRAINAGE COURSE IN ORDER TO m co C 6)` t` co 00 00 V O d' m tj 6' Q N U C) (/J Q F° W n• SECANT PILE WALL PLAN TEMPORARY SHORING SCALE I "= 10' HOR. &VERT. Q� U N _v N 0 N u, 1 /V I 48 SCT cy- woE ' C I"t 1A5I MUW�' �P FsF 3US(�' '- S`✓tY1 PoRAQy . GOtJSTIZlX;T1f1J ,� SuJYE Cc.vr) !{= 5' mflx� uEtzn cps I S 10° 33 I S" W ?JJ2.0�j' FOR 1230 NEPTUNE AVENUE v3 VS V3 Iz3 �3 QZ Rz R1 R.I rcl Ql 1zI rzl i i l I � PIS 40 w 7s 450 Lu UlzS \ `0 2 - - Y5 LU / of Z � � - fEmPOrzA2y 1� 1 C i S r � �3 r3 R3 ZL R5 iyf iz V-1 I? I TLI R.II JZ4 24 P3 1�C1'11�i{ZAf�"j 5Lc)?E CC1: (CONS'1'fZl>C,I IU,� hT) U= 37VMAX f�1 1W1�AY� CWST2.UGTloI SwY� gyp' 7/77 ,� r ixy7r_ n \In�^iEM�1Z.�SZY UE12.'FICi�/C�- F�C\STIIW GRcxv�(3 UNt ° F • os G6tJSSRC ION SLOfF -1 Fx� t fowl T CTfPlewti fornC' 1��5 F 4 - ov 805 Ctoo "t�1C.. Qortakl Yob i i IGAi� ✓, o C PICAL) S G5Z5 EXISTING G K 2 Q 1 y Q R Q K 2 A R R R R R R R P- R tz . �6TfOM e�S.00 N \ � 1? ONI C' r� l -ir`SE �i 3 3 3 3 3 ' Zb oN5 l Rcx -TIO1J S wPP- (c(-S (;5:Sv SECANT PILE WALL P F EI —NORTH LINE , I� (LOOKING SOUTH) SCA 1 "= Hde�&—vvKi. 1 PILE DIAMETER DEPTH BELOW FINISH GRADE DETAIL RI 2.00' 11.0' A R2 2.00' 11.0 A R3 2.00'' R4 2.00' 41.5 JJJ C`a R5 2.00' J i 24" 0 CASSION WITH 8 - 95 VERTICAL BARS 24" 0 CASSION WITH 945 VERTICAL BARS & #3 CLOSED TIES @ 12" O.C. & #3 CLOSED TIES @ 12" O.C. / 2 A SI N WIT�- # V Tl "L�ARS O #Otis @ 12'EC CA t\6 f DETAIL OA DfT� ` DETAI r A / �J 0 W =13 MAX. tJON- S'I{ZuC7U2A1_ STTGbc,TUtzsC SEi.pb� GECJ�MT Plt_E PILE S�IZVC.- (UK.p� O.SO OUC'[Z..I.AP (,�IYP)CAC) 45t � 1PlCpc) SECANT PILE WALL TYPICAL LAYOUT J Cam' "TE.ri\ W Q.f, lZ" 1 CATJSTQ.(XTIOIJ slA�t(I:ICVT� u =��s rnax. t SECANT PILE WALL PROFILE -EAST .LINE SECANT PILE WALL PROFILE —SOUTH LINE 13677(L'Yne (LOOKINGNORT ) S ALE 1 "= 10' HOR. & VERT. (LOOKING EAST) SCALE 1 "- 10' HOR. & VERT. ��1 —F o o al