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2017-13448 G (Plans) (5)RIQHT 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 00 SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW *UE 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 CO'VEYEO TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. TOT, �.j 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANSL 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. 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS PROPOSED NEW RESIDENCE TO BE LOCATED AT 946 EOLUS DRIVE ENCINITAS, CALIFORNIA 92024" PREPARED BY EMvr3INEERING DESIGN GROUP, 2121 MONTIEL ROAD SAN MARCOS; CALIFORNIA 92069 DATED OCT 12, 2016. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMI60004TIO+S 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. WRiITTEN 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 REPAIMED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE BIBLE THAT ANY MONLNtENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE HE-ESTABL19ED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN[ CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLLOING SHORING, AND SHALL BE RESP(*SlRLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. B. GRADING ANO EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 7.30 A .M. NOR ON SA TURDA YS. SUNDA YS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PEE --CONSTRUCTION MEETING HAS BEEN HELD OINSITE WITH THE' FOLLOWING PEOPLE PRESENT: CITY INSPECTOR CIVIL ENGINEERH, SOILS ENGINEER GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WI RH 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 HALL 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 PERRMIT, BUT PRIOR TO FINAL GRADING APPROVAL ANUS/OR FINAL RELEASE OF SECURITY. AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING,: '7HE GRADING UNDER PERMIT NO. 13448-G HAS BEEN PERFORMED IN SUBSTANTIAL ONCE 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 " CERTIFIES SUCH GRADING OPERA TION. 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 SLWITT 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 MEASUJFE 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 8E 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 MIND" OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL 13E CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROW 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 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. 15. ALL T7REEa BRUSH, GRA-ca 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 OUTER�WT EDGE OF THEE' TREE CANOPY PROlJRE'CTION ON THE G:?OUN O). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMMENTS ARE IN CONFLICT WITH A CITY TAF& IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADORESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SVEN SIMON AT (760) 557-1601, 24 HOLNRvS 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 RUMP -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 OPERLATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PLELIC 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. S. 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 PRO84BILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STUDq" TER POLLUTION CONTROL POST DOWTRUCTAN BWIIMP MIES 1. FOR STORM WATER POLLUTION CONTROL DES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF MAINS SHALL DISCHARUGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PU®LIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL. SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE' SITE SHALL DRAIN TO APPROVED BM/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GPO OVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMPIIMP FACILITY AND/OR THE TURF/LAWSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCARE DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BM9P. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPIBW AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STO RMWATER 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 SHOW 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 FITTEHD TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUJSTI'BLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE• ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOLLED 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 AM OUT. THE ENCLOSURE SHALL. BE SELF CONTAINED OM 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 BUILDI+O HERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEWITO WATER DISTRICT NOTE& 1. WATER MAINS, LATERALS AND APPiOTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS.^ OF 77E 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 If, LINE CROSSING, LINE PARALLELING OR PROPOSED CONVECTION 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 DIEIUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS. VALVES, VALVE 80)(ES; ETCJ WHHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CUlAETUT WATER AGENCIES' STANDARDS COMMHITTUEE (WASC) STANDARDS. IF FACILITIES 00 NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CUR ENT STANDARDS AT THE OWNER 5 EXPENSE. S. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WEN 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. B. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUJCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JA14JARY 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. v+3(� #ff7k l� 1. THE EXISTENCE AAO 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 NOW SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CO4MEfNCEME7NT OF WORK, A. SEWERS - DEHH - (858) 505-6700 B. GAS & ELECTRIC - EDGE - (760) 438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT- (800) 227-2600 D. TELEPHOW - SBC BELL - (760) 4B9--3411 E. CABLE TV - COX COMMIUNICA TIONS- (760) 806-94809 X-2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PWW. (750)-633-2770. 3. THE CONTRACTOR 94ALL GIVE 24 HOUARS NOTICE ON CALLS FOR INSPECTION. PHONE. (760)633-2770. ALL WORK PERFORMEO WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. ZVRTF��LL-ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY. MORTARS STUCCO. PLASTER AND TFE LIKE INTO THE STORMWA TER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSM&LLM SJUE AQX55 A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND PGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I1C:L" USING MATERIAL SUCH AS 3' CANED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. CMSL9 r A SPECIE CMAFVEBAI AWAW YAY 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 MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SOLACES SUCH AS EROSION CONTROL. MATS, ADEQUATE GROUND COVER VEGETATION AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING NET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CRANEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHA 0ELS AGAINST EROSION UJSING PERMANENT AM TEMPORARY EROSION CONTROL MEASUC ES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE COIN WTED IN PHASES TO AVOID UVECESSARY REMOVAL OF THE NATURAL GR00V COVER. 00 NOT REMOVE TREES OR SFAUBS UNECESSARIL. Y. THEY HELP DECREASE EROSION!. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUJCTION 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 PER WAWNT VEGETATION AS SOON AS POSSIBLE; ONE EXCAVATION AM GRADING ACTIVITIES ARE COMPLETE. WATER VISAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS INHERE THEY WILL STAY CRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STO9MWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLLVE SOD_ PARING MATERIALSt ASPHALT CONCRETE AGGREGATE BASE ETC. STOCKPILES SHALL BE DATED AWAY FROM CONCENTRATED STOAMWATER FLOWS AND STORM DR41N INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION ME_ASUJRUES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. • i {2.r WASTE=79MRS' EMPLOYEES *V PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRADED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE W NOTES SHALL BE A VAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AM THE' PRIME' CONTRACTOR KST INFORM SUSCONTRACTORS ABOUT ST04MATER REQUIREMENTS AND THEIR OWN RESPONSIBRlTIES. AN .14E CONVEYANCECONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING ()F ALL WASTE AND Lmr_o_M CONSTR)CTION MATERIALS. DU4PING OF UMM OR WASTE PRODUCTS ON ThE GRW4Q NHE`RE` WATER CAN CARRY T�Eht INTO THE PROHIBITED. NO SEEPAGE FROM ANY amosTER 94ALL BE DISCHARGED INTO STORNMARDR. BERMSIDIKES S111ALL BE PLACED AROUND ALL DOWDSTEAS TO DIVERT THE NATURAL STORM RMFF. DU4PSITES SHALL BE CHECKED FREQUENTLY !' LEAKS. OLMPSTER LIM SHALL P0t CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS • f+a1 WITHIN STRUCTURES WITH IMPERVIOUSROOFING OR COVERED WITH TARPS IN 0:10ER TO AVOID CONTACTMATERIAL. MANY CONSTRUCTION MATERIALa INCLUDING SOLVENTS, WATER -BASED PAlh7'S, VEHICLE FLUIDS� BROKEN ASPHALT AND CGNCRETZ W00Q, AM CLEAnED VEGETATION CAN BE RECYCLED. N0N­-WCYCLAaLE MATERIALS MUST BE TAKEN TO AN APPROPRIATELANDFILL 1w DISPOSED OF •R! v WASTE. FOR Ilf-ORNATION ON DISPOSAL I. HAZARDOUS MATERIAL CALL THE HAZARDOUS WASTE HOTLINE' TOLL FREE AT (800) 714-1195. FOR INFD*1ATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TAASH CANS AND RECYCLING RECEPTACLES AFaW THE SITE. PORTABLE TOILM *6T BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMURAIN INLETS ON PERVIOUS i ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND STOWMIN. CONTRACTOR NEST ROUTINELY CHECK AM a-EAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MOW DWOR44TION ON STORMNATER POLLUTION CONTROL w, t REQUIREMENTS PLEA THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633-2770. a a f a ► aa- ! J- �• • • f+f� • �r ! • •_J� t .. , rx !, t ra • t r• • -:! ! a �- 1.r 1J 1 •,.7 f 7 !. .yw/i . f: f J• • t• J :' PASCO LARET SUITER & ASSOCIATES 535 N. HIGMWA Y 101 SOLANA BEACH{ CA 92075 (858)259-82i2 RCE EXPIRES 12-31-19 DEFrOF ENVIRONMENTAL HEALTH e kzD-A- 't . ,.,pry �•.------- Gtio .�•U,�c u�s•1 PUBLIC WORKS DA T DATE A.Z. I No. 71651 Exp, 12/31/0 PLANNING DIVISION .. .cl u t cf. t �aj33�17' SlISN __- _ . _ DATE O A&P KOPION( INC. SWELL PROPERTY 1650 N. COAST HIGHWAY 101 ENCINITAS, CA 92024 (619) 823-3408 UCI �/.1.4-ti7 946 EOLUJIS AVENUE ENCINITAS, CA 92024 APR 255-242-07 LEGAL DESCRIPTIOUW THE SOUTH 65.00 FT OF ThE NORTHERLY 1/2 OF LOT 7, BLOCK A SOUTH COAST PARK AMEX IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO STATE OF CALIFORNIA. ACCORDING TO MAP THEREOF N04BER 1788 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO. AS DESCRIBED PER LOT LINE ADJUSTMENT GRANT DEED PER DOC. 2017-0347007 REC 08-01-2017 77, NOT TO SCALE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AM STABILITY OF 77,E SITE. I OtE•) HEREBY AGREE TO INDEMNIFY DEFEND, AND HOLD CITY AND CMS OFFICERS. OFFICIALS EMPLOYEES AND AGENTS FRAMELESS FROM( AND AGAINST ANY AND ALL LIABILITIES: ULA.IHMS, CERAHNO!� CAUSES OF ACTIONS, LOSSES DAMAGES AMU} COSTS. DNCLU DING ALL COTS OF DEFENSE THEREOF. ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS, EMPLOYEES, CONTRACTORS; "Ca RACTGRR OFFICIALS; OFFICERrA OR REPRESENTATIVES FOR ANY AND ALL WOW OgCOTNSTRUCTION COVERED IN THE PERMIT OR CONNECT® DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANTS WITHIN THE PRIVATE. PPOPEATY O4 PU9LIC E•AS'EENTS. SIGNATRE . 4�-Olre _4� DATE KOPIONh, INC. SWELL PROPERTY 1650 N. COAST HIGhWAY 101 ENCINITAS, CA 92024 (619) 823-3408 SOILS ENGINEER'S (ERTIFWATE A REGISERED CIVIL ENGINEER IN THE STATE OF CALI PRINCIPALLY DOlew ING BUSS 1 THE FFIELDT OF APPLIED SOIL M ECHANICS� HEREBY CERTIFY F H TEA SANFLI NG AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR LAVER MY DIRECTION U7N_. (9G"F 2oli� AND FOR AN UPDATE ON w. 01A ONE COPU.ETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY REOOMENDATIO W HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FU9T7EA%0: E I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMUNENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GR40DYG PLANS AND SPECIFICATIONS, ERIN P: RIST RCE NO.:`155122 EXP. DATE: 9/3 DfUiVZOUS AFEA t l !. ti AREA PRIOR TOCONSTRUCTION:P,876 -. IMPERVIOUS AREA AFTER CONSTRUCTIM 4.139 SF iWAil-FASE IN IMPERVIOUSAREA. •7r /. r. • kA - KI_ r�i U STEEPEST EXISTING NATURAL SLOPE ON -SITE = NIA MAXIMUM VERTICAL DEPTH OF CUT 1' MAXIMUM VERTICAL DEPTH OF FILL - -1.5' CUT = _1Ct 1,. FILL=_4Q__C_Y. IMPORT = IM C.Y. REMEDIAL - 210 C.Y. (3'-5' REMOVAL- RECOMPACTION UNDER BUILDINGS) PARKS AND RECREATION Nvv 164q-1 S DA TE DA TE BNIP PROJECT STATUS STANDARD SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT tom. ,�%' %D'/$-/7 U+' SIGN DATE/SrGN _ it CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS u��s�n+tu U�aw>v ter:"�cac" �Y: BMA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. _ s .c• N n�'� __ " INT. DATE PLANS PREPARED UNDER SUPERVISION OF IJEst a A VED: GRAC3IN�" AN FOIL � - DESCY4IPTIDN: _ _ �T. 1t)24 --- LOCATICK 25 =K IN sIVEWAL _M �_ - PLELIC MYRS; NA --- �� 946 EOLUS AVENUE REVES SHEET 2 NEW SHEET 4 J ,_0 4/28/20 ��iq T QUA�i% LEUl:AW ��S CA - DATE �� �� v 1 �� W_ RECORD FFUt 1841E Stwr✓Nawak, 12 7 2020 REVI JQO 12/� _._ - R.C.E. NO.: _ 71 51 OWERVS _ ___- -.__ ._ APN: 256-24 - s2N 12 T 2020A I ICq� t. KOPION INC.2-U7 178,54 DATIAMC ..NAYI713i�-- EXP. 12-31 19 DATE_1I�A DATE PLANNING CASE RNrCC 16-278 COP SHEET OF 3 LIT?'I1Vi DATE IMHSPECTOR KK 12/� ,J 1a. t 1 Rf I • ' r a # / •' i •!�`9l » " ! : s `"/ r i» F ► ! .7'!r / / ! ` ( : f l of F: a' C AI a" 1 rar , 1 / 3 ! • d !' 1' ` I a' ar / a•r t P R 1 •f. #t r " f : +� r • r l • a 1t a' •« :' l `• a `f f •a• :3. , •.:' "- #!'1 t 1• f.r !' i r AI . 1 : 1 a• t aE r aa/ ! •.1 1 '�• •� /' •Iti / 1 `a! r a Ai ':/ � ( a f t:'a• ! f ! ,7 !. P 1 f ( r: Al - !' 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IVISION APPROVALS ` + r � • AI1, f I r PLAN FOR I r: � • a4TE ws � iI♦ • r ■• 1 ~! ll r. >:1.ii+.rr a 4. rL ■ • �� iION, INC. 11 .. r '. r w • ! li i e.� .` ! •rtryj I T: MY EMPEER DAIF MIC ARDOUNO EXP-- - DATE 1141 DATE FLAM06 C4X INI 16-278 CLIP PLSA 25C _■ --- COARSE AGGREGATE — FIL TER / FABRIC f � � f f 4, t--1.1 ' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SBC'IMN A A 50 ' MIN. _,, i ORIGINAL GRADE WIDTH AS REQUIRED TO ACCOMODA TE ANTICIPATED TRAFFIC 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. i 2. STAPLE W RE FENCING TO THE POSTS 4 IN (10 CM) 4. 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PUBLIC WORKS NA --- DATE: 412712C �,�— FOR GM EOLUS AVENUE 13�4G aL VO AND BLVD AND OAP!-EUS AVE PLANVING NA --_ �/1, JESSE OWENS EDWARD J. WIMMER KOPION, INC. RECORD FPW ROS 18416 Stevel Nowak. W7/2020 REVIEWER JQo 12/7 R.C.E. lVO.: 71651 APN: 256-242-07 ELEVATION 178.54' DATi t NAVD89 CITY ENGIMER DATE INSPECTOR KY. 12/� BRIAN MICHAEL ARDDLINO EXP.: 12-31-21 DATE DATE 4/28/20 PLAl�VING CASE W. 16-278 CDG� rSHEET 4 OF 4 NEW SHEE7 PLSA 2604