Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2013 11784-G (Plans)
RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSIRUCTON PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN 774E 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 N07ES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 7HESE PLANS, 7HE STANDARD SPECIRCA77ONS FOR PUBLIC WORKS CONSIRUC710N, 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 7HE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "REPORT OF PRELIMINARY CE07ECHNICAL INVES77CA71ON PROPOSED FOUR LOT RESIDEN71AL DEVELOPMENT 1050 EOLUS AVENUE ENCINITAS CALIFORNIA" DATED 2- 28 -07, REPORT OF PHASE I ENVIRONMENTAL RESIDENTIAL DEVELOPMENT 1050 EOLUS AVENUE ENCINITAS, CA. DATED 7- 13 -07, PRELIMINARY PESTICIDE EVALUATION PROPOSED FOUR LOT RESIDENTIAL DEVELOPMENT 1050 EOLUS AVENUE ENCINITAS, CALIFORNIA DATED 7- 24 -07, AND SUPPLEMENTAL GE07ECHNICAL INVESTIGATION, PROPOSED FOUR LOT RESIDENTIAL DEVELOPMENT 1050 EOLUS AVENUE, ENCINITAS, CALIFORNIA DATED 4 -18 -08 AND REPORT OF UPDATED GE07ECHNICAL INVESTIGATION EOLUS 4 DEVELOPMENT 1050 EOLUS AVENUE ENCINITAS, CALIFORNIA DA7ED JANUARY 2, 2014 ALL PREPARED BY CHRISTIAN WHEELER ENGINEERING, SHALL BE CONSIDERED AS A PART OF IHIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH 7HE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. J. SEPARATE APPROVALS AND PERMI7S FOR ANY CONSNUC71ON W17HIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION W17H IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT ADJACENT PROPER77ES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXIS71NO PRIOR TO GRADING 6. 7HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DIS7URBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 7HE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA7E AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS 8. GRADING AND EQUIPMENT OPERA7ING WITHIN ONE -HALF (112) MILE OF A S7RUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 730 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONS7RUC77ON MEETING HAS BEEN HELD ONS17E W17H THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. 7HE PRE - CONSTRUCTION MEE77NO SHALL BE SCHEDULED M7H 7HE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION S17E N7HIN IRIS 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 7HE WORK UNDER 7HE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CER7I17CAAOW SHALL BE PROVIDED STATING. • "THE GRADING UNDER PERMIT NO. 11784 -C HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH 774E APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN' 7HIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CER17RES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND 7ESTED BY A QUALIRED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST 7HE EXCAVATION PLACEMENT AND COMPACTION OF RLLS AND BACKRLLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY RLL MAIERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STA IE 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 POS171VE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE S17E 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 RILED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIRCARON. ALL VEGETABLE MA TIER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONIRACTOR 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 CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE RLL 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. 7HE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND 7RIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, R007S AND 07HER 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 W17H THE GRADING ORDINANCE. 16. ALL 7REES BRUSH, GRASS, AND 07HER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OIHERWISE DISPOSED OF OFF IHE S17E BY 7HE CONTRACTOR SO AS TO LEAVE 7HE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHRY DEBRIS APPROVAL OF LOCATION OF DEBRIS RLL SHALL BE SECURED FROM IHE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISIENT WI7H THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCA7ED WITHIN CITY S7REET RIGHT-OF-14A Y ON CITY PROPERTY, OR WINN CITY EASEMENTS ARE REFERRED TO AS CITY 7REES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIRCALLY APPROVED 07HERMSE. NO GRADING EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY 7REE DRIP'LINE AREA (THE AREA FROM THE TRUNK OF A 7REE TO 7HE OU7ERMOST 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 W17H A CITY 7REE, IT MUST NOT BE DISTURBED UNLESS 774E PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. CHANGE NO. I DESCRIPTION I APPROVED I DATE EtS b Tf1Au 70 �C1���lill�rl / / / +- t9�'YlI��I �!�'�!'.7I rI � /AG[1f1I. �1 �C6i ►a Y� EROSION CONTROL L IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAN MARTIN (760) 828 -3324, 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 ITHOUT THE APPROVAL OF 7HE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO 7HE SATISFACTION OF 7HE CITY ENGINEER AF7ER EACH RUN -OFF PRODUCING RAINFALL. 5. 7HE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY INE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. 7HE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU71ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN77ALLY UNSAFE 7. ALL EROSION CONTROL MEASURES PROVIDED PER INE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM 774E FACE OF SLOPE AT 7HE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PR07EC71VE 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. STORMW47ER POLLU71ON CONTROL POST CONS7RUC77ON BMPAMP N07ES 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 IHE PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WAIER POLLUTION CONTROL SHALL NOT BE MODIFIED M7HOUT A PERMIT FROM THE CITY. J. ALL IMPERVIOUS AREAS NIHIN THE S17E SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQU47E GROUNOCOVER PRIOR TO DISCHARGE FROM 7HE 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 7HE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUA7E IMPAMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPAMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYS7EM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUA7E IMP /BMP. 6. ALL STORMWATER IMP/BMP FACIL171ES SHOWN HEREON SHALL NOT BE MODIFIED OR AL7ERED 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 EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY N7H STORM WA7ER BEST MANAGEMENT PRACTICE REQUIREMENTS THE 7RASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF 7HAT 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 7HE ]RASH ENCLOSURE AREA. IHE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT 7HE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES 7HR000H AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON RLIER AND DISCHARGED INTO 7HE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYS7EM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS S7RUC7URE. SAN DIEGUITO WA7ER DIS7RICT NOTES• 1. WATER MAINS LAIERALS AND APPURTENANCES SHALL BE CONSIRUC70 .ACCORDING TO 7HE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 REVIEW OF THIS PLAN BY SAN DIEGUITO WA7ER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF OR THE EXISIENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE N7HIN THE LIMITS OF THIS PROJECT. 3 ALL EXISTING FACILITIES WHICH MAY AFFECT RNAL DESIGN, LE., 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. ELEC7RICAL AND SEWER TO CROSS UNDER WAIER 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 WA7ER FACIL171ES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARDS, 7HEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT 7HE OWNERS EXPENSE 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WAIER 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 07HER 7RAVELED WAYS. WA7ER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEM9LY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE M7H THIS LAW, 774E 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 WI7H CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. L �' � " tl�". �1�I���jIG1,' iddi` �I. Zd�' 1,! 1�►' I�j1�7L' I�/ �Ili�t4i� 'G','�7TL'Z�I�31I�L7[431L/1I�9 CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SHE 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. CONS7RUC770N 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 -97E EROSION CON7ROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROIEC70 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 CONS7RUCTED TO CHANNEL RUNOFF AROUND THE CONS7RUC7ION S17E CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCIED IN PHASES TO AVOID UNNECESSARY REMOVAL OF IHE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• 7HEY HELP DECREASE EROSION TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CON7ROL PURPOSES EROSION SHALL BE PREVENTED BY PLANIING 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 CON57RUC770N MATERIAL STORAGE STORED MA7ERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE 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 POLLUTION OF STORMWAIER FROM STOCKPILES KEPT ON -SIIE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCAIED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTEC70 M71I SOIL STABILIZATION MEASURES AND PROVIDED W17H A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONS7RUC77ON IN 7HE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONIROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCON7RACTORS ABOUT STORMWATER REQUIREMENTS AND 7HUR OWN RESPONSIBILITIES WAS7E MANAGEMENT CON7RACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WAIER CAN CARRY THEM INTO 7HE CONVEYANCE SYSTEM IS SIRICILY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWAIER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPS7ERS TO DIVERT THE NATURAL STORM RUNOFF DUMPS17ES SHALL BE CHECKED FREQUEN7Y FOR LEAKS DUMPS7ER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN SIRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT M7H ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, W417ER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MA7ERIALS MUST BE TAKEN TO AN APPROPRIA7E LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MAIERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDRLLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151. 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 CON7RACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCA7E PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONS7RUC7ION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE IRA VELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMW47ER POLLUTION CONIROL 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 7HESE PLANS, HOWEVER: 7HE CON7RACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXIS71NO UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONIRACTOR'S RESPONSIBILITY TO CONTACT 7HE FOLLOWING OWNERS OF SAID UTILITIES OR S7RUC7URES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NO71RCATION OF COMMENCEMENT OF WORK. A. SEWERS - LWO - (760)- 753 -0155 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DIS7RICT-1- 800- 227 -2600 A 7ELEPHONE - SBC BELL - (760) -489 -3411 E. CABLE N - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE: (760) -633 -2770. ONIVER EOLUS 4, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY 740 LOMAS SANTA FE DRIVE, SUITE 204 SOLANA BEACH, CA. 92075 TEL 858 -481 -3310 SITE ADDRESS 1050 EOLUS AVENUE ENCINITAS, CALIFORNIA APN : 254 - 391 -50 LEGAL DESCRIPTION PARCEL B AS SHOWN ON CER77RCA7E OF COMPLIANCE FOR BOUNDARY ADJJS774ENT 10- 1828A, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STA7E OF CALIFORNIA, AS EVIDENCED BY DOCUMENT REC 12 -27 -2011 AS INSTRUMENT N0. 2011 - 0697148 OF O.R. mez-F, 7m I (WE,) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACAVITY AND ADVISE ON 7HE COMPACTION AND STABILITY OF THE SITE. SIGNATURE- DATE. 6 Z'% /s CHRIS70PHER R. HALL'- PRESIDENT EOLUS 4, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY SOILS ENGINEER'S CER77RCATE I, DANIEL B. ADLER, A PROFESSIONAL ENGINEER IN 771£ STA7E OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 7HE RELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT W17HIN THIS S17E WAS MADE BY ME OR UNDER MY DIRECTION ON FEBRUARY 28, 2007, AN UPDATE ON APRIL 18, 2008 AND AN UPDATED REPORT DATED JANUARY 2, 2014. ONE COMPLETE COPY OF IHE SOILS REPORT COMPILED FROM THIS S7U0Y, W17H MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO IHE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPqRT FOR 7HIS PROJECT HAVE BEEN INCORPORATED IN 171E GRADING MrX IC NS SIGNED. G L; DA ML P. ADLEPI f DAIS RCE N : 36037 EXP. DA 7E• 6 -30 -16 JOB /.• CWE 2130621.01 COMPANY CHRIS7IAN WHEELER ENGINEER n �y ADDRESS 3980 HOME AVENUE SAN DIEGO, CA. 92105 PHONE 619- 550 -1710 STATEMENT OF ENGINEER OF WORK 7HE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WNH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT 7HE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY 7HE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR 771E PLANS PREPARED BY THE ENGINEER 1S NOT A DE7ERMINA17ON BY THE CITY OF ENCINITAS OF 7HE 7ECHNICAL 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 7HE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM IHE NEGLIGENT AC75; ERRORS, OR OMISSIONS OF 7HE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AC77NO WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY 7HE ENGIN YC., SIGNATURE.• DATE.• a -2s -15 RANDY R. BRO WV RCE 36190 EXP 6 -30 -16 COMPANY SOWARDS AND BROWN ENGINEERING, INC. ADDRESS 2187 NEWCASRE AVENUE STE 103 CARDIFF BY 7HE SEA, CA. 92007 PHONE NUMBER 760 - 436 -8500 ESS No. 36190 Exp. 6/30116 s�� l v I OF CAI' N07E REFER TO CITY OF ENCINITAS IMPROVEMENT PLAN DRAWING No. 11784 -I FOR CONSTRUCTION OF SEWER MAIN AND IMPROVEMENTS ALONG EOLUS AVENUE. PLANNING AND BUILDING 3 7HE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE.• (760)633 -2770. ALL WORK PERFORMED 141710UT BEN£RT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. JOB No. 13 -013 DATE 6 -23 -15 BENCHMARK SCALE 46 _ 4504 ( DESIGNED BY: DRAWN BY: CHECKED BY: RGP RGP R-U IP71ONCITY OF ENCINITAS STATION "134WCCSI" PLANS PREPARED UNDER SUPERVISION OF ION SE QUADRANT OF THE INTERSECTION OF DATE: 6 -23 -15 DIA BLVD & ORPHEUS ST. IN 774E S'LY SDWLK HORIZONTAL: NONE ICADIA BLVD. 3' FROM FACE OF CURB & 3T VERTICAL: NONE / ( R.C.E. NO.: 36190 F TRAFFIC SIGNAL ON THE CORNER L/ TION 178.54 DATUM NAVD 88 MAW R BROWN 04tl! RANDY N. BROWN FXP.: 6 -31-16 LEGEND STANDARD / NOTES SYMBOL SUBDIVISION LINE - --- --- -- ---- INTERIOR PROPERTY LINE RIGHT OF WAY EASEMENT LINE EXISTING CONTOUR LINE EXISTING SPOT ELEVATION NEW CONTOUR LINE NEW SPOT ELEVATION NEW AC BERM TYPE A, SORSD G -5 NEW AC PAVEMENT NEW SPILLWAY SDRSD D -22 NEW MASONRY RETAINING WALL SORSO C -4 NEW CUT OF WALL NEW CRASS /GRAVEL SWALE NEW AQUA -VIA" PERMEABLE PAVERS (ACKER STONE) NEW 1' WATER SERVICE / DUAL MEIER NEW SEWER LATERAL NEW SEWER MAIN IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 10,440 SO FT IMPERVIOUS AREA AFTER CONSTRUCTION 7,600 SO FT DECREASE IN IMPERVIOUS AREA: 2,840 SO FT (SEE SHEET 2 FOR PARCEL BREAKDOWN) EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = H : 13' V 8.2' MAXIMUM VERTICAL DEPTH OF CUT = 5' MAXIMUM VERTICAL DEPTH OF RLL = 2' CUT = 3,050 C. Y. FILL = 2,750 C. Y. EXPORT = 300 C. Y. REMEDIAL = 280 CY OWNER'S STATEMENT FOR SWPPP PROJECTS __.15D rr 0 150.00 V cp DEVELOPMENT OF 7741S PROJECT SHALL COMPLY W9774 ALL THE REQUIREMENTS OF THE MOST RECENT SATE WATER RESOURCES CONTROL BOARD ( SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENT FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION AC77WTY. IN ACCORDANCE W17H SAID PERMIT A STORMWATER POLLUTION PREVEN77ON PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED AND IMPLEMENTED CONCURRENTLY W17H THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOQ SHALL SHALL BE FILED WITH FILED THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH 771E CITY OF ENCINITAS- FURTHER A COPY OF 7HE COMPLETED N01 FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR 7HIS PROJECT SHALL BE FILED WI7H 7HE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION 7HE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF 774E PROPERTY COVERED BY 7741S GRADING PLAN No. 11784 -G AND BY SWRCB No. R4 - 1 003 -aw I AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECT70N C.7 OF SWRCB No. wolv� if 9 -37G57:5 00 S RE T m 5 J SIGNATURE DATE CHRISTOPHER R. HALL - PRESIDENT PRINTED NAME OF ABOVE PERSON TITLE EQLUS 4, LTC, AGdL1FORN /4 LIMITED 1148I1ItY 6®MI; COMPANY SDWD W13 -060 WDID No. 9 37C,:3-73530 FIELD OPERATIONS V IVY VI I 1 IV U'91 rLT.S. BMP PROJECT STATUS PRIORITY PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON J()&A6 -30�, ZOI S AS DOC. #: 2.015-014Z$70 PARKS AND REOREATION ISAN DIEGUITO WATER DISTRICT SIG DATE 'OGN DATE ENCINITAS FIRE DEPARTMENT 115 N DATE APPROVAL VALID FOR 2 YEARS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT RECOMMENDED- 300 APPR E GRADING PLANS FOR: EOLUS 4 DEVELOPMENT MASIH MAHER GLENN PRMM 9/ 5 i I S g- 7 /r APN : 264- 391 -60 DATE DATE TPM 07 -060 DRAWING NO 11784_ -G SHEET 1 OF � /n z T w W ^ z_ 0 z w p Wo lr m m m¢i_ 06 ww- owm C7 w�i r Q BULL 2 3 °zLL 0 U) °N r z a O 0 O z o wU)¢ zLijz wQa CHANGE NO. "AQUA -VIA" PERMEABLE PAVERS BY ACKER STONE WITH 1 -1/2" MIN THICK OF ASTV No. 8 AGGREGATE OVER 4" THICK ASIR No. 57 STONE OPEN GRADED BASE AND SIDES OF SUB BASF UNDER /BEYOND FLUSH CURB OVER 6" MIN THICK ASIR No. 2 STONE BASE i I TYPE A' AC BERM PER SDRSD G -5 - -/ STORM DRAIN INTH S7EEL GRATE IMPERIOUS AREA TG 145.22. SEE SEC 77ONI'E' TW 148.0 -.� 25' BW 143.0 7250 SF 4 MASONRY RETAINING WALL `L 10' RISER WITH WATERPROOFING Ui0 �• y FG 1486 cc _ ta1 i^- ' -�� . ENGINEER EXIST. GRADE HEIGHT (FT) i „ 0 z W Iu AREA (AC) (FT2) + / - -- 55' +/- TH& ENGINEERED SOIL LAYER 8' SEE NOTE BELOW PROPOSED CUT-OFF WALL CONS7RUC7ED 3 FEET INTO TERRACE 'r 0.419 2' -- 18' DG PATH GE07ECHNICAL CONSULTANT. CUT -OFF WALL BELOW SURFACE ~ 12.00 TO BE 12" WIDE AND A MINIMUM 4 SACK SLURRY WITH 30' " SOLID 12 PVC VERTICAL STORM DRAIN PIPE o EXISTING RUBBER WATER STOP BETWEEN CUT-OFF WALL AND RETAINING 2q y cx- ?q VARIES 47717_777 PERFORATED 12" PVC VER77CAL 6 12' STORM DRAIN PIPE W/7H 1 I FLIER FABRIC 6 � ~ V.7711 ... z .. x> . i {; a' 8" THICK 3/4" GRAVEL EXIST AC PAVEMENT & BASE TO REMAIN 6 0x16" PCC FLUSH CURB EOLUS AVENUE CROSS SECTION N.T.s.O i I TYPE A' AC BERM PER SDRSD G -5 - -/ STORM DRAIN INTH S7EEL GRATE IMPERIOUS AREA TG 145.22. SEE SEC 77ONI'E' TW 148.0 -.� 25' BW 143.0 7250 SF 4 MASONRY RETAINING WALL `L 10' RISER WITH WATERPROOFING TRIBUTARY �• y FG 1486 MATERIAL PER SOILS _ ta1 i^- ' -�� . ENGINEER EXIST. GRADE HEIGHT (FT) i „ 0 z W Iu AREA (AC) (FT2) (IN) (IN) TH& ENGINEERED SOIL LAYER (FT) SEE NOTE BELOW PROPOSED CUT-OFF WALL CONS7RUC7ED 3 FEET INTO TERRACE 'r 0.419 6" THICK 314" CRUSHED ROCK DEPOSIT LAYER AS DETERMINED AT 77ME OF EXCAVA77ON BY 18' 4 - 3°• GE07ECHNICAL CONSULTANT. CUT -OFF WALL BELOW SURFACE 0.7 12.00 TO BE 12" WIDE AND A MINIMUM 4 SACK SLURRY WITH 30' " SOLID 12 PVC VERTICAL STORM DRAIN PIPE ADD177VES TO MAXIMIZE IMPERMEABILITY, AND INCLUDE A INVERT 0.25' ° RUBBER WATER STOP BETWEEN CUT-OFF WALL AND RETAINING WALL FOOTING 0.602 PERFORATED 12" PVC VER77CAL 6 12' STORM DRAIN PIPE W/7H 1.0 I FLIER FABRIC NOTE°° "ENGINEERED SOIL" LAYER SHALL BE 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 59 CLAY CONTENT THE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH, & 20 -309 TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, & ALSO FREE OF NOXIOUS WEEDS STORM DRAIN VERTICAL INFILTRATION PIPE IMP B n 4'x 4'x 2.42' HIGH PCC CATCH BASIN BOX BY BROOKS' OR APPROVED EQUAL. SEE REPORT PREPARED BY TORY R. WALKER ENGINEERING, INC DATED 6 -11 -2013 EN777LED "TECHNICAL MEMORANDUM: SWMM MODELING FOR HYDROMODIFICATION COMPI OF 1050 EOLUS AVENUE" FOR ADDI7ONAL INFORMATION. 2' WIDE X 0.25' DEEP OPENING WEIR 144.97 -TG 145.22 NI rviuc ruQUu cHxmcry i 1-v- rt jo /jj j�j /��i 18" (HICK ENGINEERED SOIL PRIVATF STREET PER FINAL MAP �A /��� /� �� /�� /��� /�� �� A/� � <'l<iN i / i vT i �i LAYER OVER 6 " THICK 314 " i�ii��iR% IM CRUSHED ROCK SEE TABLE 12' L 12' 4' BELOW j TYPE 'A' AC BERM PER SDRSD G -5 i 2% 29 0 0 0 00 00 00 0o ao I 03" MIN AC PAVEMENT OVER 55" MIN CLASS If BASE OVER 909 COMPACTED SUB BASE, ACTUAL CROSS SEC77ON TO BE DETERMINED BY SOILS ENGINEER AFTER R- VALUE TEST PERFORMED AT 774E FIELD BREEZEWAY DRIVE TYPICAL CROSS SECTION z�J z I a alZz o W z1 0.2' 5' DRAINAGE ESMNT ( 3' Y WIDE BLADED SWALE I MASONRY RET. WALL PER SDRSD C -1 SLOPE PER PLAN 4" SAND CUSHI i BLADED SWALE SECTION N.T.S. Y WDE GRASS /GRAVEL SWALE WITH IMPERMEABLE LINER SLOPE PER PLAN 12" SQ. CATCH BASIN WITH STEEL GRATE -BY BRROKS OR APPROVED EQUAL PRIVATE 6" PVC (SDR 35 MIN) STORM DRAIN PIPE 2.0" DIA. LID ORIFICE PVC VERTICAL STORM DRAIN PIPE CROSS SECTION N.T.S. E 1'S STORM DRAIN 107H STEEL GRATE TG 146.70 D SEE SEC77ON 'G' J TW 148.0 25' Q BW 143.0 TG 146.7 MASONRY RETAINING WALL ' WITH WATERPROOFING �' 10 � 2;1 FG 1478 MATERIAL PER SOILS ENGINEER'` 111-EXIST GRADE PROPOSED CUT -OFF WALL CONSTRUCTED 3 FEET INTO TERRACE `f DEPOSIT LAYER AS DETERMINED AT 77ME OF EXCAVA77ON BY 18" 7HICK ENGINEERED SOIL LAYER OVER 6" CE07ECHNICAL CONSULTANT. CUT -OFF WALL BELOW SURFACE ` THICK 314" CRUSHED ROCK SEE TABLE BELOW TO BE 12" WIDE AND A MINIMUM 4 SACK SLURRY WITH 3018 ADD177VES TO MAXIMIZE IMPERMEABILITY, AND INCLUDE A RUBBER WATER STOP BETKEN CUT -OFF WALL AND RETAINING WALL FOOTING. PERFORA7ED 12" PVC VER7ICAL INFIL IRA 77ON SOLID 12" PVC VER77CAL STORM DRAIN PIPE FILLED 12 STORM DRAIN PIPE NTH FILTER FABRIC WITH 3" CRUSHED ROCK QT(IDAA IIDAINI \ /EDTI(`AI INIEII TOATInKI DIDE IAAD A NOTE : REFER TO SOILS REPORT PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED JANUARY 2, 2014 FOR TYPICAL RETAINING WALL DRAINAGE SYSTEM N07ES AND DETAILS TOP OF WALL = 148.0 MASONRY RETAINING WALL. _ CONTRACTOR TO PROVIDE WA7ERPROOFING ON ALL WALLS T70M ALL - d D D Dd -D d D D D d CUT -OFF WALL CONS7RUC7ED 3 FEET INTO TERRACE DEPOSIT LAYER AS DETERMINED A7 77ME OF EXCAVA77ON BY G €07ECHNICAL CONSULTANT. CUT -OFF WALL BELOW SURFACE TO BE 12" WDE AND A MINIMUM 4 SACK SLURRY W77H ADD177VES TO MAXIMIZE IMPERMEABILITY, AND INCLUDE A RUBBER WA7ER STOP BETWEEN CUT-OFF WALL AND RETAINING WALL FOOTING. _ 4 i q a TbF OF PIPE 449--9 IkO.l2 a -. as �. ` CONCRETE ENCASEMENT. USE '.. 560 -C -3250 CONCRETE PCfi cave S -18 EXIST. 8" SEWER MAIN) CONCRETE ENCASEMENT DETAIL TOP GRATE 146.70 N.T.S. I 4 - 3" DIA. 4' x 4' x 270' HIGH PCC CATCH BASIN BOX BY BROOKS' OR SURFACE ORIFICES APPROVED EQUAL. SEE REPORT PREPARED BY TORY R. WALKER ENGINEERING, INC DATED 6 -11 -2013 EN777LED "TECHNICAL N MEMORANDUM- SWIM MODELING FOR HYDROMODIRCA77ON COMPLIANCE o OF 1050 EOLUS AVENUE" FOR ADDITIONAL INFORMATON. ll� T 0 OQ 18" )NICK ENGINEERED SOIL LAYER OVER 6" THICK 314" CRUSHED ROCK SEE TABLE BELOW 1.375" DIA. -� LID ORIFICE - -12" PVC VER77CAL STORM DRAIN PIPE SPECIAL NOTES : 1. ALL WORK PROPOSED IN THIS PLAN IS ENTIRELY 107HIN THE APPLICANTS PROPERTY OR AS AUTHORIZED BY ADJACENT OWNER WITH A WRITTEN LETTER OF PERMISSION. IF ANY DISTURBANCE TO ADJACENT PROPER77ES IS AN77CIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM 7HE ADJACENT PROPERTY MUST BE OBTAINED & SUBMITTED TO THE CITY PRIOR TO START OF SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WR177NG & SUBMITTED TO THE CITY IS GROUNDS FOR STOP WORK TO BE ISSUED FOR THE PROJECT UN77L THE REQUIRED PERMISSION IS OBTAINED 2. BOTTOM OF WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUC77ON DUE TO SOIL ENGINEER FIELD TESTS AND RECOMMENDAAONS 3. WALL DRAINS SHALL BE CONNECTED TO PRIVATE STORM DRAIN SYSTEM SHOWN HEREON SDR 35 1.07. MIN SLOPE REFER TO TO PLAN 4. ALL STORM DRAIN PIPE TO BE 6" MIN. PRIVATE P VC ( ) ® 1.O FOR PIPE SIZES & SLOPES 5. ALL PROPOSED U77LI17ES SERVING 7HE SI7E ARE TO BE INSTALLED UNDERGROUND 6. WATER SERVICE TO BE EXTENDED FROM EXIS77NG METER TO NEW RESIDENCE WITH SCHEDULE 40 PVC HAVING 24" COVER (MIN) OR AS APPROVED BY DIS7R/CT 7. SEWER LATERAL TO EXTEND FROM NEW SEWER CLEANOUT TO NEW RESIDENCE WITH 4" DIA PVC (SDR 35 MIN) ® 29 MIN SLOPE WITH 36" COVER OR AS APPROVED BY DISTRICT 8. ALL ONSI7E DRAINAGE ASSOCIATED WITH THIS PROJECT INCLUDING BMP TREATMENT OF RUNOFF ROOFS AND OVER HARDSCAPE AREAS WILL BE PRIVATELY MAINTAINED 9. CONSTRUCT NEW AC PAVEMENT & BASE. USE 3" THICK (MIN) AC OVER 55" THICK (MIN) CLASS H BASE ACTUAL CROSS SEC77ON MAY VARY BASED ON SOILS ENGINEER R- VALUE FIELD TESTS 10. ALL STRUCTURES, NOT BUILD TO SDRSD IN THE RIGHT OF WAY SHALL BE PRIVATELY MAINTAINED, SUCH AS PAVERS, BMP's, DRIVEWAY APPROACH, PCC FLUSH CURB PARCEL IMPERIOUS AREA 1 5485 � SF 2 7405 SF 3 7250 SF 4 5785 SF NOTt AREAS GO NOT 1AteL110e: PR111ATE RDAD 4REEZ6W4Y n41416) NOTES : r 1. AREA OF AMENDED SOIL EQUAL TO AREA OF GRAVEL 2 GRAVEL DEPTH NEEDED TO COMPLY K17H HYDROMODIFICARON PURPOSES ) 5 83 J. DIAMETER OF ORIFICE IN GRAVEL LAYER 107H INVERT AT BOTTOM OF LAYER,• 71ED WITH HYDROMOD MIN THRESHOLD (0.102) 4. TOTAL SURFACE DEPTH OF IMP FROM TOP CREST ELEVATION TO SURFACE INVERT 5. INTERNAL OPENING OF 4' x 4' BOX ASSUMED AS 3' x 3' - 12' WEIR LENGTH AlldX.lOGdT /ONOF 8" CA&V (SdL/O GRDUT)� / :: #4 TW 147.3 TW 147.3 ^ V A B IG" D/C TW 14B.0 2 7"-1 ° TW 148.0 2.7' o 1 V WSEL -1473 100YR W5EL =146.3 GROI/r)� 31 T_ I _ 146.0 V�NG&/G "d /d CROSS SECTION J CROSS SECTION K6o,8�d /c�rd6 (NORTH END) N.T.S. (SOUTH END) N.TS. 'grM�iG /4z.9z DETENTION BASIN OUTLET DETAILS arn�rr�Yrl.9z F'" bWRA IvINILvelf f � _ 2 "TNiCfi 5ry>rdFddA�l 4 N0TF : SPECIAL INSPECTION FOR BMP FACILITIES BY LICENSED CIVIL ENGINEER IN THE STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUC77ON PRIOR TO OBTAINING BUILDING OCCUPANCY. A LETTER SHALL BE SUBMITTED TO THE ENGINEERING DIVISION VERIFYING THE SIZE AND DEPTH OF THE EXCAVATION, GRAVEL AND ENGINEERING SOIL DEP7H AND MATERIAL STORM DRAIN PIPE, OVERFLOW, AND OVERALL FUNCTION OF THE FACIL177ES PER THE APPROVED GRADING PLANS. CROSS SECTION _NT N.T.S. z DIMENSION IMP IMPERVIOUS AREA GRAVEL DEPTH LID ORIFICE SURFACE ORIFICE TOTAL BASIN RISER RISER RRB TRIBUTARY (1) (1) DIAMETER (3) DIAMETER DEPTH (4) HEIGHT (FT) LENGTH (FT) 0 z W Iu AREA (AC) (FT2) (IN) (IN) (IN) (FT) OF LEUCADIA BLVD. 3' FROM FACE OF CURB & 37' A (SOUTH) 0.419 1200 6 1.375 4 - 3°• 1.7 0.7 12.00 11784 -G z uj z INVERT 0.25' ° B (NORTH) 0.602 1200 6 2.000 2 -F7 WEIR; 1.0 0.417 12.00 INVERT =0.17' NOTES : r 1. AREA OF AMENDED SOIL EQUAL TO AREA OF GRAVEL 2 GRAVEL DEPTH NEEDED TO COMPLY K17H HYDROMODIFICARON PURPOSES ) 5 83 J. DIAMETER OF ORIFICE IN GRAVEL LAYER 107H INVERT AT BOTTOM OF LAYER,• 71ED WITH HYDROMOD MIN THRESHOLD (0.102) 4. TOTAL SURFACE DEPTH OF IMP FROM TOP CREST ELEVATION TO SURFACE INVERT 5. INTERNAL OPENING OF 4' x 4' BOX ASSUMED AS 3' x 3' - 12' WEIR LENGTH AlldX.lOGdT /ONOF 8" CA&V (SdL/O GRDUT)� / :: #4 TW 147.3 TW 147.3 ^ V A B IG" D/C TW 14B.0 2 7"-1 ° TW 148.0 2.7' o 1 V WSEL -1473 100YR W5EL =146.3 GROI/r)� 31 T_ I _ 146.0 V�NG&/G "d /d CROSS SECTION J CROSS SECTION K6o,8�d /c�rd6 (NORTH END) N.T.S. (SOUTH END) N.TS. 'grM�iG /4z.9z DETENTION BASIN OUTLET DETAILS arn�rr�Yrl.9z F'" bWRA IvINILvelf f � _ 2 "TNiCfi 5ry>rdFddA�l 4 N0TF : SPECIAL INSPECTION FOR BMP FACILITIES BY LICENSED CIVIL ENGINEER IN THE STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUC77ON PRIOR TO OBTAINING BUILDING OCCUPANCY. A LETTER SHALL BE SUBMITTED TO THE ENGINEERING DIVISION VERIFYING THE SIZE AND DEPTH OF THE EXCAVATION, GRAVEL AND ENGINEERING SOIL DEP7H AND MATERIAL STORM DRAIN PIPE, OVERFLOW, AND OVERALL FUNCTION OF THE FACIL177ES PER THE APPROVED GRADING PLANS. CROSS SECTION _NT N.T.S. z APPROVED DATE BENCHMARK SCALE AC �UIL T DESIGNED BY: DRAWN BY: CHECKED RGP RGP RRB AREA TAME AA A^ 2111/14 DESCRIP77ONCITY OF ENCINITAS STA77ON "134WCCSi" LOCA77ONSE QUADRANT OF THE INTERSEC77ON OF LEUCADIA BLVD & ORPHEUS ST IN THE S'LY SDWLK HORIZONTAL: NONE VERTICAL: NONE rz_ I MAIOY H, 6f w1v DQ%*& PLANS PREPARED UNDER SUPERVISION OF DATE: 6 -23 -15 R.C.E. NO.: 36190 RANDY . BROWN EXR: 6 -31-16 22' G h h 0 z W Iu IS• ONO z No. 13 -013 DATE 6 -23 -15 a o OF LEUCADIA BLVD. 3' FROM FACE OF CURB & 37' ELY OF TRAFFIC SIGNAL ON THE CORNER ELEVAT7ON 178.54 DATUM NA VD 88 z o I ` F � t ;tf o � �f1dD6S �k v PER low W3 TDP PIPE d `✓J 1140•IZ) l!E /39.45 Z L f PCC L'AICASL m Nrom Iwo s 0 5/�.S66�rdILy;TMSSVI�Loi;� z M [[ a W PZC GNU i4rMPNr 15'CCTION -Z ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT RECOMMENDED: _ QD A GRADING PLANS FOR: _ EOLUS 4 DEVELOPMENT MASIH MAHER GLENN PRUIM 01,5/15 g - 7 -�s APN :254- 39i -50 DATE DATE I 07 -060 n/rs. z �o QppFESS /0* Lu R. 8/9 F� z M Z 3 P �Z I o Q Z w mm�y � IN No. 36190 Q�d H Exp. 6/30/16 z' uj Om * * 0 zjw 0 (p- clv0, �P TF Q Fpm OF CAi. \ESP z o 0 z W Iu ONO z No. 13 -013 DATE 6 -23 -15 a o DRAWING NO. z o 11784 -G z uj z w¢a SHEET 2 OF X 10 SPECIAL NOTES ; 1. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT UNLESS A LETTER OF PERMISSION 1S OBTAINED FROM THE OWNERS OF THE AFFECTED PROPERTIES r y 2 BOTTOM OF WALL ELEVA77ONS SHOWN HEREON MAY r } VARY DURING CONSTRUCTION DUE TO SOILS I ,, ENGINEERS FIELD TEST & RECOMMENDA77ONS °` J. REFER TO SHEET 3 FOR PLAN AND PROFILE OF THE PRIVATE ROAD LkX �Fa 4. CONTRACTOR TO VERIFY EXACT LOCA77ON & ` ELEVA77ONS OF EXIS77NG UNDERGROUND U77LI77ES PRIOR TO START OF CONSTRUCTION. THE ENGINEER OF WORK SHALL BE N077FIED OF ANY - - DISCREPANCIES WITH THESE PLANS '= t. 5. THE CONTRACTOR SHALL GRIND & OVERLAY ANY DAMAGED OR BROKEN PAVEMENT ALONG THE PROPERTY FRONTAGE OF EULOS AVENUE WITH A 15 MINIMUM 2" PAVING TO THE SA77SFAC77ON OF 774E CITY ENGINEER 6. PRIOR TO DELIVERY OF COMRUS77BLE BUILDING $� Iq2 - 4_ 1G CONSTRUCTION MATERIALS TO THE PROJECT SITE, 5 ALL OF THE FOLLOWING COND177ONS SHALL BE I COMPLETED TO THE SA77SFAC77ON OF THE FIRE DEPARTMENT A. ALL WET AND DRY U77LI17ES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY 15 B. AS A MINIMUM THE FIRST LIFT OF ASPHALT - --i PAVING SHALL BE PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR ` EMERGENCY VEHICLES C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN 1 SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT 7 ALL BMP AREA SHALL BE PRIVATELY MAINTAINED t 8. SEWER ACCESS TO BE 4" THICK MIN OVER 909 COMPACTED SUB BASE WITH 12' WIDE. SEE IMPROVEMENT PLAN No. 11784-1 , y�. d A Ile i 143. s 0t m I- �� tll�.,5 -`I NOTE COVENANT REGARDING REAL PROPERLY HOLD CITY HARMLESS FOR DRAINAGE REC. 6 -30 -2015 AS DOC. No. 0342573 CHANGE NO. DESCRIPTION FKlSE 1OCii7 /0 df PAN & EtlL 118 ti 4VE- � / -io•!5 n it C A1111 T 14.94 - M- x AW5- " r ° �o �h IMPROVEMENT NQTES• N07E : No. DESCRIPTION PRIVATE FACIL177ES WITHIN RIGHT OF WAY PER ENCROACHMENT O1 PROTECT EXIS77NG POWER POLE IN PLACE. PERMIT 11784 -PE REC. 6 -30 -2015 AS DOC. No. 2015- 0342571 O PR07ECT EXISTING AC PAVEMENT & BASE IN PLACE O3 PROTECT EXISTING FORE HYDRANT IN PLACE A P IN 25-4-3-9-1-10 ® PROTECT EXISTING UTILITY POLE IN PLACE. 148.0 � TG 148.60 - t � BW 142.5 #,iE 147.00 6 13 44 .' I, { .t 0 71 `x { "K I. v 2.09 6 c 6- 25 4. 4 01 45 29, ' l PARCEL 3 ea PAD 149.8 50 t 67 jj " IcOA t I , CL P I' T 48• ; 50 f u°; 151.3 14 • N I TG 147.90 o v IE 14f 40 . 51 Et i � ° 45 Q 15078 "T: 3 47 4 1 r p1^ �L 147.6 ,1 30 , �- � J • 1 ^ 145.0 LOw 1 3.63, S z1 it _' �•gg'31 "E °_ 521 d5 a 5.3% _ f tl , , �• 41 t 46 t, ' 5 29 i t I TG 147.80 6 W 1 5 I IE 146.30 zt $ 150 IE 71 PARCEL 2 47 PAD 149.0 i� - °- it _ � 41.8 •t � IE 0 4 209 153 it ,�✓ II - 69 � � g 17 s 1 • t 48 v � f e tW52g / / it 49 70 /{ N 145• , '' I 147.7 ^ 2 � r h 143 / ' TW 1520 48.05 ' I FL 147.0 / 4 - 1£ 14 BW 149.6 44 -- - - /2 � �l I I r :5 % -3J 1J 12 APPROVED DATE BENCHMARK 6A 12,tall I DESCRIPTION: CITY OF ENCINITAS LOCATION: SE QUADRANT OF THE . �. LEUCADIA BLVD & ORPHEUS ST. OF LEUCADIA BLVD. 3' FROM FAC / //, A p N 254-39-1--13 SCALE "134WCCS1; EC7701V OF HORIZONTAL: V= 26-- S'LY SIDEWALK :URB & 3T I VERTICAL: NONE ELY OF 7RAFFIC SIGNAL ON 774E CORNER ELEVA710N: 178.54 DAIUM: NA VD 88 II 2q I o j ° ° S Is In a N(; 20 1 �5 SAWCUT LINE. 1.0' FROM EXIS77NG EDGE AC PAVEMENT roo PROTECT EXISTING DRIVEWAY IN PLACE. i 15 n EXIS77NG CHAIN LINK FENCE TO BE DEMOLISHED "? o LO LO r° 3 € SO EXISTING MAIL BOX TO BE DEMOLISHED C-7 12 55 12 Y °j ( l O EA7S7ING WATER METER TO BE REMOVED BY DISTRICT AND ABANDON EXIST: WATER SERVICE AT OWNERS EXPENSE /cca n . 165.71 EXISTING BACK FLOW PREVENTOR DEVICE TO BE REMOVED N74 � v �EXlS17NG SIGN TO BE REMOVED ^16200 " ' 12 EXIS77NG FENCE TO BE REMOVED & RELOCATED AT PROPERTY LINE r 1 EXIS77NG ]SEES / BRUSH TO BE REMOVED WITHIN PROPERTY LINE PR07ECT EXIS77NG RESIDENCE IN PLACE 5 x 15 PR07ECT EXIS77NG TREE IN PLACE AeR - 16 PROTECT EXIS77NG GRADE IN PLACE ". PR07ECT EXIS77NG MASONRY WALL / FENCE IN PLACE 209 37 ' 18 PROJECT EXIS77NG STORAGE / SHED AREA IN PLACE -; % u 3 19 PROTECT EXIS77NG SWIMMING POOL IN PLACE N PARCEL, 4 �} � � � � s �v � o ® PROJECT EXIS77NG DRAINAGE PATTERN IN PLACE PAD 155:'5 ° o ¢ 21 NEW 24' WIDE PCC DRIVEWAY PER SDRSD G -14f SIMILAR NEW 4" THICK (MIN) AC PAVEMENT OVER 6" 774ICK (MIN) CLASS 11 BASE. ACTUAL CROSS SEC77ON TO BE DETERMINED BY R -VALUE 765.93 I r " TEST PERFORMED BY SOILS ENGINEER 67 " © NEW 6" TYPE 'A' AC BERM PER SDRSD G -5 ® NEW 3' WIDE GRAVEL/LANDSCALE SWALE. A © NEW MASONRY RETAINING WALL PER SDRSD C -4. SEE SEC77ON 10, SHEET 2 NEW CUT OFF WALL. CONSTRUCT 3 INTO TERRACE DEPOSIT LAYER AS DETERMINED AT THE 77ME OF EXCAVA77ON BY GEOTHECNICAL H 31 s CONSULTANT. CUT OFF WALL BELOW SURFACE TO BE 12" WIDE & A MINIMUM OF 4 SACK SLURRY WITH ADD177VES TO MINIMIZE 1 �; v 165.90 I t 31 DO 2:1 7 �` IMPERMEABILITY, & INCLUDE A RUBBER WATER STOP BETWEEN CUT OFF WALL & RETAINING WALL FOOflNG. SEE SECT70N D' SHEET 2 s6 i 10 MODIFIED EXISTING FLOW DISTRIBU77ON BOX. HOA TO BE MAINTAINED FOR EFFICIENT FLOW WEIR ELEVA77ON OUT = 145.3 w ��SS � • , ; V I : 53 1 2® FLOW DISTRIBUTION BOX TO SOUTH. HOA TO BE MAINTAINED FOR EFFICIENT FLOW. WEIR ELEVA170N OUT = 146.5 46 50 DETENTION BASIN SEE REPORT EN777LED 7ECHNTGAL MEMORAMDUM. SWIM MODELING FOR H?DROMOptFlCATION COMPLIANCE OF. 1050 _ NTas3'54°€ 16200'1fl9� ? ., 5.0 RING INC. DATED JUNE 11 2013. SEE SECTION D' & F SHEET 2. ' . t.QO `� PBIVAiER EOLUS Ai�NUE' PREPARED BY TORY R. WALKER ENGINES , S 00 S 23 G i`/�66�� S' Y L r �.° NEW 3' WIDE ASPHALT CONCRETE SPILLWAY PER SDRSD D -22. BREEZEWAY DRIVE �J6h� Q�' •J g'6? t3} DISTRICT TQ INSTALL 1" WATER SERVICE &DUAL METER PER WS -09, WC -17 AT OWNERS EXPENSE, RESERVED FOR PARCEL 3, DISTRICT TO INSTALL 1" WATER SERVICE & DUAL METER PER WS -09 WC -17 AT OWNERS EXPENSE, RESERVED FOR PARCEL 2 52 NEW MASONRY RETAINING WALL PER SDRSD C -1 DISTRICT TO INSTALL I" WATER SERVICE & DUAL METER PER WS -09, WC -17 AT OWNERS EXPENSE, RESERVED FOR PARCEL 4 32 t± v EP $66.10 32 30 DISTRICT TO INSTALL 1" WATER SERVICE & DUAL METER PER WS -09, WC -17 AT OWNERS EXPENSE, RESERVED FOR PARCEL 1 36 "AQUA -VIA" PERMEABLE PAVERS BY ACKER -STONE OR APPROVED EQUAL. SEE SEC77ON 'G, SHEET 2 57 NEW PCC 6 "x16" FLUSH CURB. SEE SECTION W, SHEET 2 �s v NEW MASONRY RETAINING WALL PER SDRSD C -2 45,E f v ` P 166 1 39 PROJECT EXIS77NG 8" SEWER MAIN IN PLACE 10 / �-•'' --- �---°-- N PROTECT EXIS77NG SEWER MANHOLE IN PLACE. RAISED LID PER PLAN vv 8 2 41 CONTRACTOR TO REMOVE PLUG & CONNECT TO EXIS77NG 8" PVC SEWER MAIN PER DRAWING NO. 10596 -I f _ s 42 NEW 8" PVC SEWER MAIN PER IMPROVEMENT PLAN No. 11784 -I PARCEL, i 11 v _ "25' ® NEW SEWER MANHOLE PER IMPROVEMENT PLAN No. 11784-1 i PAD 11. ��' 2 '6m ° 25 1 i ® 5' WIDE DRAINAGE EASEMENT IN FAVOR OF PARCEL 4 PER FINAL MAP sa, 5 6 ® DRAINAGE EASEMENT IN FAVOR OF PARCELS 1, 2, 4 & REMAINDER PARCEL PER FINAL MAP 13 E I i 10 5 f 46 SEWER EASEMENT IN FAVOR OF LWD REC. 6 -30 -2015, DOC No. 20 15- 03425 75 v � 13 , 24 ASP e" (� rn 36 t �YJ DRAINAGE EASEMENT IN FAVOR OF PARCEL 1 & REMAINDER PARCEL PER FINAL MAP 5' WIDE SEWER EASEMENT IN FAVOR OF REMAINDER PARCEL PER FINAL MAP 62 ` 1. y i 50 PUBLIC EASEMENT FOR PUBLIC STREET PER FINAL MAP 3' WIDE - 3" DIA GRAIL SWALE 52 3' WIDE TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING N7455 'S4 E 16200' ,.-� --y „- .- ! EP 1 6.04 5 8' WIDE TRENCH RESURFACING PER LIND S -11 & CITY OF ENCINITAS STANDARD DRAWING w 4 s r 1 ° o u, OFESS/ -.i � �- ..�`.�. ' ` "a . �.., "'°•, 16 55 °°. `.°_ s �g'� f , r � 15 I �� 54 STORM DRAIN GRATE &VERTICAL !NFlL IRA TION PIPE. SEE SECTION 9 Y € .-'� ��� m � � � � 55 DAYLIGHT LINE PROJECT EXIST. WATER METER BOX IN PLACE CD Q m No. 36190 m �% I� 38 PROTECT EXIST 12" ACP WATER MAIN IN PLACE Exp. 6/30/16 - ' ® PCC DEPEND CURB W t fi C u �P PRIVATE 1" WATER SERVICE TO PARCEL 3 "9TFOF FOe� C� 1 1 60 PRIVATE 1" WATER SERVICE TO PARCEL 2 OAL� I 1 / i i 1 14 18 I FFI 61 10 LF 2' X 2' CONCRETE ENCASEMENT. SEE DETAIL H, SHEET 2 r r�3 ; <` si i I 62 NEW MASONRY RETAINING WALL PER SDRSD C -,3 (9 I I © EXIST. SEWER EASEMENT TO LEUCADIA WASTEWATER DISTRICT REC. 8 -19 -2011 AS DOC No. 2011 - 0428649 w o 18" SQ PCC CATCH BASIN WITH STEEL GRATE BY BROOKS OR APPROVED EQUAL 46� . © 12" SO CATCH BASIN WITH STEEL GRATE BY NDS' OR APPROVED EQUAL Z 187 LF 6" PVC (SDR -35 MIN) ®1.09 Z w 3 ✓ S © 121.5 LF - 4" PVC PERFORATED PIPE WITH SLOPE =09 & INSTALL END CAP ON SOUTH END 3 201. 40 CONNECT 4" PVC PERFORATED PIPE TO PCC CATCH BASIN AND TRANS177ON FROM 4" DIA PVC TO 2" DIA LID ORIFICE WITH GLUED 0 ?o 155'45 0E 299.97' -t e { PLUG & 2'" DIA HOLE AT INVERT ELEV. SEE SEC77ON E' ON SHEET 2 w .: o 1 m wzo '` 69 106.0 LF H 4" PVC PERFORATED PIPE WITH SLOPE = 09 & INSTALL END CAP ON THE NORTH END °� w� Jr r �I l rI C• �I .__- 4'° u r Y = i ,� 1 O Z tip �0 CONNECT 4 PERFORATED PVC PIPE TO PCC CATCH BASIN AND 7RANSIAON FROM 4 PVC TO 1.375" DIA LID ORIFICE WITH GLUED p was Are, CAUTION III " � � � 7 m PLUG & 1.375 DIA HOLE AT THE INVERT ELEV. SEE SEC77ON G ON SHEET 2 Q ° m NOTE CONTRACTOR TO VERIFY EXACT LOCA77ONS & ELEVA77ONS OF R z L 71 1.5' HIGH x 1.5' WIDE x 6" THICK PCC HEADWALL Zz ° " REFER TO CITY OF ENCINITAS IMPROVEMENT PLAN DRAWING EAIS77NG UNDERGROUND U11LI77ES PRIOR TO START OF O 0 o�, F 'No. 11784 -I FOR CONSTRUCTION OF SEWER MAIN AND CONS7RUC7ON THE ENGINEER OF WORK SHALL BE NO7IFIED OF t IMPROWMENTS ALONG EOLUS AVENUE. ANY DISCREPANCIES WITH THESE PLANS z p' JOB No. 13 -013 DATE 6 -23 -15 9 DESIGNED BY: DRAwN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS DRAWING NO. o 3UlL T � CITY O F ENCINITAS PUBLIC WORKS DEPARTMENT 0 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS :.3(RC APPS E GRADING PLANS FOR: z o DATE: 6-23 -� > EOLUS 4 DEVELOPMENT 11784 -G z r R.C.E. NO.: 36190 MASH MAHER GLENN PRUIM APN 254- 391 -50 __._���.:m -� W a �` OWN 04 r RANDY R. BROWN EXP.: e� ro DATE DATE I 07-060 SHEET 3 OF j'/0 I PARCEL 3 PAD 149.8 NOTE REFER TO CITY OF ENCINITAS IMPROVEMENT PLAN DRAWING No. 11784 -1 FOR CONSTRUC7I0N OF SEWER MAIN AND IMPROVEMENTS ALONG EOLUS AVENUE. / Ili 3 1�5_ CHANGE NO. PARCEL 2 PAD 149.0 DATE I APPROVED 2 Ac p�•9 3 p IY,Y . v f BREEZEWAY DRIVE 7- t ;tea Flo 7 \ �J N / N - h ^• PARCEL' I i" PAD 15 ��, to F I I t DATE lfl�- DESCRIPTION: k l'=:5�p S BENCHMARK SCALE F ENCINITAS STA77ON 0134WCCS1 RANT OF THE INTERSEC77ON OF ORPHEUS ST. IN THE SLY SDWLK HORIZONTAL: 1" = 20' I. 3' FROM FACE OF CURB & 37' VMIAI AAl a, n^Mklcn VERTICAL: V =4' �aol 2~ a� ELEVATION. 178.54 DATUM: NAVDELEVATION. 178.54 DATUM: NAVD 88��RQMvYARR- d, BE 1101 a 0 1 61BEARING RADIUS LENGTH PARCEL'S 4 i PAD 15 .5 ^I 14.0 2217 6 xl6 PCC FLUSH CURB NO PARKING" F2 CL ¢ V O 111.09 1 TYPE A AC BERM NO H M3 , » 50 28 44 f 30.00 a 26.43 » 6 TYPE J t A ,t AC BERM NO Lo to ® >` NaWIblz! 93.40 6 TYPE Ac p�•9 3 p IY,Y . v f BREEZEWAY DRIVE 7- t ;tea Flo 7 \ �J N / N - h ^• PARCEL' I i" PAD 15 ��, to F I I t DATE lfl�- DESCRIPTION: k l'=:5�p S BENCHMARK SCALE F ENCINITAS STA77ON 0134WCCS1 RANT OF THE INTERSEC77ON OF ORPHEUS ST. IN THE SLY SDWLK HORIZONTAL: 1" = 20' I. 3' FROM FACE OF CURB & 37' VMIAI AAl a, n^Mklcn VERTICAL: V =4' �aol 2~ a� ELEVATION. 178.54 DATUM: NAVDELEVATION. 178.54 DATUM: NAVD 88��RQMvYARR- d, BE 1101 a 0 1 (7- (z2 04 re I I i e CURB DATA TABLE No 61BEARING RADIUS LENGTH v v i ❑904343' 14.0 2217 6 xl6 PCC FLUSH CURB NO PARKING" F2 N74 56 48 E 111.09 6 TYPE A AC BERM NO PARKING M3 , » 50 28 44 f 30.00 a 26.43 » 6 TYPE J t A ,t AC BERM NO N ® >` 36.0Q 93.40 6 TYPE A AC BERM NO PARKING Q5 12479 27 36.00 78.12 6 TYPE A AC BERM NO PARKING © Q o v 30.0909 26.43' 6" U A AC BERM NO PARKING co 56 48 E �Exr6r'l ¢ACAS TYPE A 1 ® 9054 42 14.00 2221 6 x16 PCC FLUSH CURB NO PARKING ExIST l7 waT ° i � o (7- (z2 04 re I I i e CURB DATA TABLE No 61BEARING RADIUS LENGTH DESCRIPTION ❑904343' 14.0 2217 6 xl6 PCC FLUSH CURB NO PARKING" F2 N74 56 48 E 111.09 6 TYPE A AC BERM NO PARKING M3 , » 50 28 44 f 30.00 a 26.43 » 6 TYPE J t A ,t AC BERM NO if PARKING ® 14839 00 36.0Q 93.40 6 TYPE A AC BERM NO PARKING Q5 12479 27 36.00 78.12 6 TYPE A AC BERM NO PARKING © 502844 30.0909 26.43' 6" TYPE A AC BERM NO PARKING ❑N74 56 48 E 111.09 6 TYPE A AC BERM : NO PARKING ® 9054 42 14.00 2221 6 x16 PCC FLUSH CURB NO PARKING IMPROVEMENT NOTES.• No. DESCRIPTION O 5' TRANSITION FROM 0' TO 6" TOP OF BERM (J2 STREET SURVEY MONUMENT PER SDRSD M -10 3O P.O. C. WATER FOR PCL 2 ® P.O.C. WATER FOR PCL 3 NOTE : FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED W7H AN APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER DRIVING CAPABILITIES ESS w No. 36190 Exp.6 /30/16 sT Civic �P M t\ •) (� o Z W W Z z w 0 1s =N mm m wZO w FL 1662 l F CAL O -0 a � rr of W LL N I 0 Zzo 0 J �UNU F Z JOB No. 13 -013 DATE 6 -23 -15 a DESIGNED BY: DRAWN BY: CHECKED BY: RCP ENGINEERING DIVISION APPROVALS CITY O F ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. o RGE U PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED:_ CQo APPROVED: PRIVATE IMPROVEMENT PLAN FOR z DATE: 6 -23 -15 il/1 PRIVATE DRIVEWAY — EOLUS 4 117-84 -G z � z R.C.E. NO.: 36190 MASIH MAHER GLENN PRUIM c7 o O j� _ APN :254- 391 -50 0 RANDY M. BROWN EXP.: 6 -30 -16 .DATE" 8 —� TPM 07 -060 SHEET 4 OF X0 ¢ a f, r SPECIAL NOTES 2. J. 4. f�� ve' NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT UNLESS A LETTER OF PERMISSION IS OBTAINED FROM THE OWNERS OF THE AFFECTED PROPER71ES BOTTOM OF WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUC7ON DUE TO SOILS ENGINEERS FIELD TEST & RECOMMENDA77ONS REFER TO SHEET 3 FOR PLAN AND PROFILE OF THE PRIVATE ROAD CONSTRUCTOR TO VERIFY EXACT LOCA77ON & ELEVATIONS OF EXIS77NG UNDERGROUND U77LI77ES PRIOR TO START OF CONS77?UC77ON. 774E ENGINEER OF WORK SHALL BE N077FIED OF ANY DISCREPANCIES WI7H THESE PLANS ._ - I r; E _ J _ -_ -.I`7 1 - ✓ 9 / . iJ j ('1 x 'ems 3' BMP LEGEND ° LEGEND DESCRIP77ON SYMBOL DIREC770JV OF LOT DRAINAGE ° MATERIAL & WASTE MANAGEMENT C0N7ROL BUR-& ° c� WM-I MA7ERIAL DELI VERY AND STORAGE WM -4 SPILL PREVEN770N AND CONTROL J o W-31 SOLID WASTE MANAGEMENT U WM -6 HAZARDOUS WASTE MANAGEMENT 5-w-8-1 CONCRETE WASTE MANAGEMENT <°v [Kil SANITARY WASTE MANAGEMENT ° TEMPORARY RUNOFF CONTROL BMPs- SS -2 PRESERVA77ON OF EXIS77NG VEGETA77ON ° SS-4 HYDROSEEDING (SUMMER) v w ♦ + SS-6 STRAW MULCH N-Tl SLT FENCE —� SC-3 SEDIMENT TRAP , EEE FIBER ROLLS EEKI GRAVEL BAGS oo®®®®®® SC -PO STORM DRAIN INLET PR07EC77ON TC -1 STABIUZED CONSTRUCTION ENTRANCE PERMANENT BMPs: S0_ -12 IMPLEMEN TA 77ON OF EFFICIENT IRRIGA77ON SYSTEMS EC-70 OUTLET PR07EC77ON LOW IMPACT DEVELOPMENT BMPs., LID 2.2.2 MINIMIZE DISTURBANCES TO NATURAL DRAINAGES UD 2.2.3 MINIMIZE AND DISCONNECT IMPERNOUS SURFACES UD 2.2.5 DRAIN RUNOFF FROM /MPERWOUS SURFACES TO PERVIOUS AREAS UD 3.2 PERMEABLE PAVEMENT DESIGN NOTE : BIORE7ENTION BASINS SHALL BE EXCAVATED AND USED AS DESIL77NG BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETEN77ON BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL Z w No. 36190 m * Ecp.6 /30/16 �TF OF CAOF j JOB No. 13-013 DATE 11-12-13 JOB No. 13 -013 DATE 6 -23 -15 Q �j / //� 7" DESIGNED_BY;e DRAWN BY__ _ CHECKED BY:_.___ CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE CJU L - - RG off:, — - ENGINEERING DIVISION APPROVALS CITY O E E N C I N I TA S PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: CITY OF ENCINITAS STA77ON °I34WC- C S° PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: _;Qt> APPROVED: EROSION CONTROL PLAN FOR: 0LO710. S£ QUADRANT O74INERSETOOF HORIZONTAL: 1 - 2 DATE: 6 -23 -15 _ CC US 4 DEVELOPMENT 1178 4 T0 LEUCADIA BLVD & ORPHEUS ST IN THE SLY SDWLK AA . ILA � �J OF LEUCADIA BLVD. 3' FROM FACE OF CURB & 37' VERTICAL: NONE �� C E. NO _,_ -___ ____ MASH MAHER GLENN PRUIM _ ELY OF TRAFFIC SIGNAL ON_THE CORNER _a �� R. 36190 APN 2rJ4- X91 —�JO - -- _ ._— T T_ -- _ - - - - -- ELEVA110N: 17_8_$4 DA1UM: NA VD 88 f3dNDY IF F3ii0w/v d4T ANDY BROWN im EXP. 6- 31-16 5 / _ - _ __ _ _8_ - _7_ -/s - SHEET 5 OF /0 DATE DATE TPM 07060 Ewl � a z m W °m W Z ('3 z W z m o 0 =Oo IL m m m �jQ WZ0 Z >G 0 wC, o w W N x F m 2 J W>m � luL O 0 �zs ZnQ co Vl UN0 F z Q a O U (D LL Z Q wrn Q zIr z uj wan_ FIRE NOTES ADDRESS NUMBERS SHALL BE PLACED IN A LOCATION THAT WILL ALLOW THEM TO BE CLEARLY VISIBLE FROM THE STREET FRONTING THE STRUCTURE. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, AND SHALL BE NO LESS IN HEIGHT THAN: FOUR (4') INCHES WHERE STRUCTURES ARE LOCATED OFF A ROADWAY ON LONG EASEMENTS /DRIVEWAYS, A MONUMENT MARKER SHALL BE PLACED AT THE ENTRANCE WHERE THE EASEMENT /DRIVEWAY INTERSECTS THE MAIN ROADWAY. PERMANENT ADDRESS NUMBERS WITH HEIGHT CONFORMING TO FIRE DEPARTMENT STANDARDS SHALL BE AFFIXED TO THIS MARKER. LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS SHOWN ON APPROVED FIRE SPRINKLER PLANS. INSTALL TWO -SIDED 'BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON HYDRANT IMPORTANT - WHERE UNDERGROUND WATER MAINS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE WITH HYDRANT(S) LOCATED AS DIRECTED BY THE ENCINITAS FIRE DEPARTMENT PRIOR TO CONS7RUC770N WORK. FOR ANY QUESTIONS, CALL FIRE PREVENTION (760) 633 -2820. PRIOR TO DELIVERY OF COMBUS77BLE BUILDING CONSTRUC7ON MATERIALS TO THE PROJECT S17E ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SA77SFAC77ON OF THE FIRE DEPARTMENT. 1. ALL WET AND DRY UTILIZES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE DEPARTMENT OR AGENCY: 2. AS A MINIMUM 774E FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES: AND J. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. ALL DESIGNATED EMERGENCY ACCESS ROADS SHALL BE POSTED PURSUANT TO FIRE DEPARTMENT STANDARDS. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WIN THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT ALL DEAD END FIRE APPARATUS ACCESS ROADWAYS IN EXCESS OF 150 FEET SHALL BE PROVIDED WITH A FIRE DEPARTMENT APPROVED TURN- AROUND. ACCESS ROADS SERVING MORE THAN FOUR (4) DWELLING UNITS SHALL BE PROVIDED WITH A CUL -DE -SAC A CUL -DE -SAC SHALL HAVE A MINIMUM PAVED RADIUS OF NOT LESS THAN 36 FEET, CURB LINE TO CURB LINE ALTERNAIE TYPES OF TURN- AROUND (HAMMERHEADS, ETC.) MAY BE CONSIDERED BY THE FIRE MARSHALL AS NEEDED TO ACCOMPLISH THE INTENT OF THE FIRE CODE. GA TES. ALL GATES OR OTHER STRUCTURES OR DEVICES, WHICH COULD OBSTRUCT FIRE ACCESS ROADWAYS OR 07HERMSE HINDER EMERGENCY OPERATIONS, ARE PROHIBITED UNLESS THEY MEET STANDARDS APPROVED BY THE FIRE DEPARTMENT GATES ACROSS FIRE ACCESS ROADWAYS SHALL BE AUTOMATIC AND EQUIPPED WITH APPROVED EMERGENCY KEY OPERATED SWITCHES OVERRIDING ALL COMMAND FUNCTIONS AND OPEN THE GATE(S). GATES ACCESS FOUR (4) OR MORE RESIDENCES OR RESIDENTIAL LOTS, OR GATES ACCESSING HAZARDOUS, INSIIUTONAL, EDUCATIONAL OR ASSEMBLY OCCUPANCY GROUP STRUCTURES, SHALL ALSO BE EQUIPPED WITH APPROVED EMERGENCY TRAFFIC CONTROL AC77VA77NG STROBE SENSOR(S), WHICH WILL AC77VA7E THE GATE ON THE APPROACH OF EMERGENCY APPARATUS ALL AUTOMATIC GATES MUST MEET FIRE DEPARTMENT REQUIREMENTS. CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) NOTE.- EROSION CONTROL MEASURES (E. G. BONDED FIBER MATRIX, VEGETA77VE COVER, JU7E MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE). POST CONSTRUCTION BEST MANAGEMENT PRAC77CESCEMP2 NOTE NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET BMP MEASURES SHALL BE IDEN71FIED ON 774E S17E PLAN. MOST COMMON MEASURES ARE DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS FROM IMPERVIOUS AREAS TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BMP'S SHALL BE DELINEATED ON PLANS AND A N07E PLACED ON PLANS PROHIB1ING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A CITY PERMIT LANDSCAPE EFFICIENCY BMP NOTES: 1. WATER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS INTO STORMWATER BMP AREAS 2. IRRIGATION SHALL BE DESIGNED TO LANDSCAPE IRRIGATION EFFICIENCY NECESSARY TO MEET MA WA (MAXIMUM APPLIED WATER ALLOWANCE) J. ALL IRRIGATION SHALL BE GROUPED INTO HYDRO -ZONES AND DESIGNED TO DELIVER WATER TO HYDRO -ZONES BASED ON MOISTURE REQUIREMENTS 4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH RAIN SENSING SHUTOFF AND SOIL MOISTURE SENSING DEVICES 5. PLANTS, WHERE POSSIBLE, WILL BE ROOT WATERED WA SOAKER HOSES OR XERISCAPING 6. DROUGHT TOLERANT PLANTS AND LOW WATER USE PLANTS ARE TO BE USED FIROUGHOUT THE LANDSCAPE 7 HIGH WATER USE PLANTS WILL BE LIMITED & TURF AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMUM. LOWER WATER USE TURF SHALL BE USED WHEN POSSIBLE. 9. A MAINTENANCE SCHEDULE SHALL BE PROVIDED INCLUDING: A. IRRIGATION WATERING, RUNOFF, EROSION OR IRRIGATION SYSIEM FAILURE B. MINIMIZING OVER SPRAYING ONTO HARDSCAPE AREAS C. REPLACEMENT OF DEAD, DYING OR DISEASED VEGETATION D. ERADICATION OF INVASIVE SPECIES E. REPAIR IRRIGATION SYSTEM AND COMPONENTS F. REPLENISHING MULCH G. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH. H. FERTILIZING, PRUNING, WEEDING AND MAINTAINING HEALTHY PLANT GROWTH L MAINTAIN TO AVOID OBSTRUCTION OF MOTORISTS VIEWS J. IDENTIFY WHO IS RESPONSIBLE TO MAINTENANCE 1DRE77CULAING WATER SHALL BE USED IN ALL DECORATIVE WATER FEATURES 11. MULCH WILL BE USED ON SLOPES LESS THAN 3:1 TO A DEPTH OF 3" TO MINIMIZE EVAPOTRANSPIRA ION. 12.SOIL AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN A HEALTHY GROWING MEDIUM FOR ALL PLANT MA7ERIAL. SOIL TESTING WILL BE UTILIZED TO IDENTIFY ANY SOIL DEFICIENCY AND OFFER AMENDMENT RECOMMENDATIONS. 13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE MAXIMUM APPLIED WATER ALLOWANCE (MAWA). EARTHWORK (REFER TO GRADING PLAN 11784 -G): EARTHWORK, CUT OR FILL, WHICH IS OVER 50 CUBIC YARDS, REQUIRES AN ADDITIONAL ENGINEERING GRADING PERMIT. PROVIDE EARTHWORK QUANTTES• " ESTIMATE DOES NOT INCLUDE STRIPING, U77LITY TRENCH VOLUMES OR ANY OVER EXCAVATION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. (CALCULATED ON A 7HEORE71CAL BASIS ACTUAL QUANT777ES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL REMOVAL AND RECOMPACTION DEPTHS. STORMWATER POLLU7ON CONTROL BMP N07ES RELA77VE TO CONS7RUC77ON 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 774E STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCA770N.' CONS7RUC77ON S17E ACCESS A STABILIZED CONSTRUCTION S17E 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 AC77W77ES 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 ACTVIIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTON MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF 774E RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE ELIMINATE OR REDUCE P OLLU IO N OF STORMWAIER STOCKPILES KE P T ON-SITE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWA7ER, STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION 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. BERMSAIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPS17ES 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, WA7ER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MA7ERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. N07ES r r "REPORT OF PRELIMINARY GEO7ECHNCAL INVESIGAION, PROPOSED FOUR -LOT RESIDENTIAL DEVELOPMENT, 1050 EOLUS AVENUE, ENCINITAS, CALIFORNIA" PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED FEBRUARY 28, 2007 AND 'SUPPLEMENTAL GEOTECHNICAL INVESTGATON, PROPOSED FOUR -LOT RESIDENTIAL DEVELOPMENT, 1050 EOLUS AVENUE, ENCINITAS, CALIFORNIA" PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED APRIL 18, 2008 AND 'REPORT OF UPDATED GE07ECHNICAL INVESIGAION, EOLUS 4 DEVELOPMENT, 1050 EOLUS AVENUE, ENCINITAS, CALIFORNIA" PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED JANUARY 2, 2014. ALL GRADING SHALL BE DONE WI7H THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS. 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 AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW THE LOCATION OF THE PROPERTY LINE. UTILITY NOTE.- ALL U71LI77ES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 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. NOTE : REFER TO LANDSCAPE PLANS FOR WALLS AND FENCES. Bio- IRCTr_r41-10ri PLm Sl•1fi6T'AL2 *#3 o -ta 1 PPRCE� 1 - P PRCO� A KEY MAP SCALE: 1" =50' h N `1/ J U� co W z -NORTHEAST/SIDE N E•VA7------ ter_. - -- NORTH /REAR — Z I ELEVATONI NORTHWEST /REAR 10 ELEVATION 10' MIN WES PARCEL 4 EAST /STREET I ELEVATON A S SIDE ELEVATION I k I !k PARCEL 3 ELEVA SOUTHEAST /FRONT 25' MIN ELEVATION \� - BREEZE WA Y SOUTHWEST/ I , E°EVAiiON - SIDE ELEVATION WEST /SIDE ELEVATION CD NORTH /FRONT i tv i ELEVATION ; U k z z PARCEL 1 WEST /SIDE i Z ELEVATION 10' MI N LEGEND SYMBOL (PER SHEET 3) uvvvuvvvvvvv V 4VV/VVV/YVV C) h Vl/VVVIiVVVdVV DG PA7HWAY PROPERTY BOUNDARY — - - — - - — MASONRY RET. WALL EASEMENT LINE 16' WIDE PCC DRIVEWAY TON N I SETBACK LINE o , � J J o° PARCEL NUMBER PARCEL 1 FINISH FLOOR ELEVATION FF GARAGE FLOOR ELEVATION GF V V BUILDING F007PRINT BUILDING PAD PAD 155.5 CONCRETE HARDSCAPE S a. . PAVER WALKWAY r DRAINAGE SWALE DIRECTION OF FLOW 6" PVC STORM DRAIN PIPE (SDR 35 MIN) 12" SO CATCH BASIN BY LADS' OR APPROVED EQUAL 9" DIA. CATCH BASIN WITH ATRIUM GRATE BY NDS' OR APPROVED EQUAL 6' HIGH SOLID WOOD FENCE (PER LANDSCAPE PLANS) SEWER LATERAL -0 (LEUCADIA WA57EWAIER DISTRICT) SEWER MAIN & MANHOLE SMH (LEUCADIA WASTEWATER DISTRICT) -s- -s- 4" AC PAVEMENT & 6" CL It BASE (PER SHEET 3) AQUA -WA" PERMEABLE PAVER (PER SHEET 3) uvvvuvvvvvvv V 4VV/VVV/YVV Vl/VVVIiVVVdVV DG PA7HWAY (PER SHEET 3) ` MASONRY RET. WALL (PER SHEET 3) 16' WIDE PCC DRIVEWAY TON N I (PER SHEET 3) o , 4' M /N--�- OINT OF CONNECTION P.O.C. /FRONT irk I D DOWNSPOUTS (DS) TON N I � J J > ii I EAST /SIDE SOUTH/REAR 3 PARCEL 2 10' MIN - ELEVATION ELEVATION zt k kk ,k 25' MIN 3 k N T SOUTH /REAR g ELEVATION TYPICAL LOT SETBACKS _. N. TS. TYPICAL SWALE & SLOPE >E '�oe�orr�a/0y�1 .890 F� cz 2P 2 m w No. 36190 m Exp. 6/30/16 s� C I v �F 9TF OF CA1 NEW SHEET JOB No. 13 -013 REV DATE 2 -11 -16 DESIGNED BY: DRAWN BY CHECKED BY: ENGINEERING DIVISION APPROVALS DRAWING NO. CHANGE NO. DATE APPROVED DATE BENCHMARK SCALE AS - BUILT RGP Rap , CITY O F ENCINITAS PUBLIC WORKS DEPARTMENT ADDED NEW SHEET DESCRIPTION.' CITY of ENCINITAS STA71ON "134WCCS1 , PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED:,.JQv APPROVED: PLOT PLANS FOR AG oUIL r n 2 I S • LOCATION. SE QUADRANT OF THE INTERSECTION OF LEUCADIA BLVD & ORPHEUS ST. IN THE SLY SOKK HORIZONTAL: NONE DATE: 2 -11-16 EOLUS 4 DEVELOPMENT 11784 -0 OF LEUCADIA BLVD 3 FROM FACE OF CURB. =& 37' �/ C.E. NO.: 36190 M N` ELY OF TRAFFIC SIGNAL ON THE CORNER' VERTICAL: NONE `�.\ iZ zz ��' I MASH MAHER LrofGL'1EN"RUt APN 254- 391 -51 thru 54 ELEVATION. 178.54 DATUM. NA VD 88 RANDY BROWN DATE RANDY MBROWN EXP.: 6 -30 -16 DATE DATE TPM 07 -060 15 - 095 CDPI SHEET 6 OF 10 0 MASONRY BLOCK WALL PER i SHEET 3 I PRIVATE SEWER EASEMENT PER PM No. 21265 SOLID 6' HIGH WOOD FENCE PER LANDSCAPE PLANS (TYPICAL WHERE SHOWN) I PARCEL 2 I CONNECT TO EXIST CATCH PAD W9.0 BASIN PER SHEET 3 GE EASEMENT_ P No. 21265 GENERAL NOTES: 1. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE 2 LOCATIONS OF SWALES SHOWN ON PLOT PLANS IS SCHEMATIC 3. REFER TO SHEETS 1 THRU 5 FOR ROUGH GRADING AND LOCA7701V OF BMP's AND IMPROVEMENT PLAN No. 11784 -1 FOR LOCATION OF UTILITIES AND PARCEL MAP No. 21265 FOR EASEMENTS 4. REFER TO SOILS REPORT EN777LED REPORT OF UPDATED GE07ECHNICAL INVESTIGATION EOLUS 4 DEVELOPMENT 1050 EOLUS AVENUE ENCINITAS, CALIFORNIA" PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED JANUARY 2, 2014 FOR ADDITIONAL INFORMATION. 5. THESE PLANS ARE TECHNICAL IN NATURE AND ARE NOT PRODUCED TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING AND CONSTRUCTION PRACTICES. THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE AND LOT THESE PLANS SHOULD NOT BE RELIED UPON FOR ANY OTHER PURPOSES 6. DRAINAGE SWALES SHALL HAVE A 19> MINIMUM SLOPE 7. CONCRETE DRIVEWAY TO BE 5" THICK MIN REINFORCED WITH #4 BARS PLACE ® 18" OC EW. DRIVEWAY SLAB SHOULD BE PROVIDED WITH A THICKENED EDGE AT 18" DEEP x 6" WIDE & CONCRETE WALKWAYS TO BE 4" THICK MIN REINFORCED WITH #3 BARS PLACED ® 18" OC EW. 9. THE SUBJECT SITE IS A VACANT PARCEL OF LAND AND NO SIGNIFICANT VEGETATION EXISTS 10. HOUSE DIMENSIONS PER ARCHITECTURAL DRAWINGS AND SHOULD BE UTILIZED FOR CONSTRUCTION. 11. GROSS AREA IS 17,812 SF & NET AREA IS 14,558 SF 12, BUILDING LOT AREA CALCULATION (PER ARCHITECT) BUILDING AREA (SF) / NET BOUNDARY AREA (SF) = 3637114,558 = 24.989 13. LANDSCAPE AREA COVERAGE (PER LANDSCAPE ARCHITECT) LANDSCAPE AREA (SF) /NET BOUNDARY AREA (SF) = 9,287114,558 = 6389 14. ZONING : R -3, COASTAL OVERLAY ZONE, & SCENIC VISUAL CORRIDOR. 15. ALL BEST MANAGEMENT PRACTICE (BMP) AREA SHALL NOT BE PAVED OR ALTERED WITHOUT A CITY PERMIT. 16. ROUGH GRADE APPROVAL REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMIT 17 SEE GRADING PLAN No. 11784 —G & IMPROVEMENT PLAN No. 11784 -1 FOR ALL POST CONSTRUCTION BMP INFORMATION & FRONTAGE IMPROVEMENTS. MAXIMUM APPLIED WATER USAGE PER MC 2326.130 MA WA = (ETo) (0.62) [0.7 x LA + 0.3 x SLA] ETo = 42.9 PER MC 2326.040 LA = 0 SF (SUM OF BMP AREAS) SLA = 0 SF MA WA = (429) (0.62) ((0.7)(0 SF) + (0.3) (0 SF)J MA WA = 27 GAL /YR PARCEL 1 IMPERVIOUS SURFACE AREA TO SOUTH DETENTION BASIN AREA (SR BUILDING 4,625 HARDSCAPE 860 TOTAL 5,485 IMPERVIOUS SURFACE AREA TO NORTH DETENTION BASIN ROAD (BREEZEWAY DRIVE) 2,661 Q, (3VESSIO l / f f .......... r -' _ _�__,; 1. ALL PROPOSED UTILITIES WITHIN THE PROJECT SHALL BE _ ___ __ __W_.. ___________ ,r w No 36190 m INSTALLED UNDERGROUND Exp. 6/30/16 MASONRY BLOC"ALL PER f' i i I s�q7 C i v SHEET 3 �t ���' -_ ��j�; FOF CAlAF NEW SHEET JOB No. 13 -013 REV DATE 2 -11 -16 DESIGNED BY: DRAWN BY: CHEC- IEED-BY: CHANGE NO. DATE APPROVED DATE BENCHMARK SCALE AS - BUILT RGP RGP ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. ADDED NEW SHEET A DESCRIPTION: CITY OF ENCINITAS STATION "134wccs1° PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED:JQD APPROVED: PLOT PLANS FOR ® d$ i5U1Li 19-24-16 0113 (i.1 LOCATION: SE QUADRANT OF THE INTERSECTION OF DATE: 2 -11 -16 LEUCADIA BLVD & ORPHEUS ST. IN THE SLY SDWLK HORIZONTAL: 1 " =10' PARCEL 1, PARCEL MAP 21265 11784 -0 _ /✓1 •/✓` �(�-- OF LEUCADIA BLVD. 3' FROM FACE OF CURB & 37' C.E. NO.: 36190 MASH MAHER FW GLENN PRUIM ELY OF 7RAFFIC SIGNAL ON THE CORNER VERTICAL: NONE (L. ZZ ` _ APN 254- 391 -51 ELEVATION. 178.54 DATUM: NAVD 88 RANDY R. BROWN DATE RANDY R BROWN EXP.: 6 -30 -16 DATE DAT�I��� 1067 BREEZEWAY DRIVE 15 - 095 CDPI SHEET 7 OF 10 I 0 / N 01 0 r, �an r SOLID 6' HIGH 006 , FENCE _ PER LANDSCAPE` PLANS f MASONRY RET WALL PER SHEET 3 Blo 1ZETENTION BASIN AREA A' PER ;SHEET 3 DRAINAGE EASEMENT PER ' PM No. 21265 VERTICAL INFILTRATION PIPE PER SHEET 3 TO 146.70 CHANGE NO 43, 4 k- °o h 3 " 1 L9.m 22.16 `7 .;-2 ' will m 18' PARCEL 3 I BREEZEWA DRIVE SM" PAD I�g.B I (PRIVATF- ROAD) SEWER NT PVP PRoVEVE PLAN 11 - PUBLIC EASEMENT FOR PRIVATE STREET ERtY LINE 4 PER PM No 21265 / G SE`I ER LWO 16' WIDE DRIVEWAY PER " POgLIMEtJt TO �� SHEET 3 EAS A3.63 n/ 46 o � Al A h ,I N58 3 E� Alp SE� - / ,�P i 152• , \ �5�` �� .A _� ..; ° io j52- r S � 154 O � _ti 1 �E►� / - p' t, C % F IE 6 IE &18 \` G� 1� B�0 1149•p0� \ �° ° 0 1411 9. CO to 1 6" PVC (SDR 35 MIN ®0.7.x' - IE 147. C z � TG 14Z P 0 G. ' lE 146.74` -r 1 DS ROOF LINEj - 17JI I 1p 149.72 P Vc ' g _ _ f 150.0 I \° EW 1470 15 1 48.40 h a W 1147 �PI,j49.10 1 6 ,a 1 1-6- SDR 35 MIN) @ 1% E� j4g:93 ; �� 149. 149 L ° 310t>, 1 DS jj F 149.14. I �� ,� I I �,• g1 Ii /i 11 1� d I 1 0)2o cr��R11 `� -�� �! -'_ ._ �,' ; 1 PARCEL- I I� ly I� I I� PARCEL 2 " PAD 149.0 Olt r �. PRIVATE DRAINAGE EASEMENT PER g 16 �$ PM No. 21265 -. " PVC (S 35 MIN) @ 1% -ffi-t47. 00 YARD SETBACK LINE N74 °55 45 "E 98.57'1, `� zr4B,4 �w APPROVED DATE BENCHMARK SCALE DESCRIPTION. • CITY OF ENCINITAS STATION "134WCCS1 ", ��. LOCA770Nr SE QUADRANT OF THE INTERSECTION OF C LEUCADIA BLVD & ORPHEUS ST. IN 7HE`51Y SDWLK HORIZONTAL: 1 " =10' OF LEUCADIA BLVD. Y FROM FACE OF CURB & 37' VERTICAL: NONE ELY OF TRAFFIC SIGNAL ON THE CORNER ELEVATION: 178.54 DATUM: NA VD 88 �o / °3 oo• /d 1484 / MASONRY RET. WAa PER 4 148-16 SHEET 3 c � f / 1 1 /�/ PRIVATE DRAINAGE EASEMENT P PM No. 21265 NO TE.• PARCEL 'A' TO INSTALL FENCE �e // ✓1F ,o f� 7'ALONG THE PROPERTY LINE ` .... o,� TM PARCEL 'A' Q /rp r / )48.3 / B 6" STORM DRAIN PIPE PER SHEET 3 J r t d BW 149.6 GENERAL NOTES : AREA (SR 1. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE 6,238 2 LOCATIONS OF SWALES SHOWN ON PLOT PLANS IS SCHEMATIC 1,167 J. REFER TO SHEETS 1 THRU 5 FOR ROUGH GRADING AND LOCATION OF 7,405 BMP's AND IMPROVEMENT PLAN No. 11784 -1 FOR LOCATION OF UTILITIES AND PARCEL MAP No. 21265 FOR EASEMENTS 835 4. REFER TO SOILS REPORT EN777LED "REPORT OF UPDATED GE07ECHNICAL INVESTIGATION EOLUS 4 DEVELOPMENT 1050 EOLUS AVENUE ENCINITAS, CALIFORNIA" PREPARED BY CHRIS77AN WHEELER ENGINEERING DATED JANUARY 2, 2014 FOR ADDITIONAL INFORMATION. 5. THESE PLANS ARE TECHNICAL IN NATURE AND ARE NOT PRODUCED TO BE USED BY WORKMEN IN ORDER TO PERFORM 774EIR WORK IN CONFORMITY 107H LOCAL LAWS AND GOOD ENGINEERING AND CONSTRUCTION PRACTICES THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY 17EM WITHIN THE HOUSE AND LOT. 774ESE PLANS SHOULD NOT BE RELIED UPON FOR ANY 07HER PURPOSES (� 6. DRAINAGE SWALES SHALL HAVE A I% MINIMUM SLOPE 7 CONCRETE DRIVEWAY TO BE 5" THICK MIN REINFORCED WITH 14 BARS PLACE @ 18" OC EW. DRIVEWAY SLAB SHOULD BE PROVIDED WITH A THICKENED EDGE AT 18" DEEP x 6" WIDE 8. CONCRETE WALKWAYS TO BE 4" THICK MIN REINFORCED WITH #3 BARS PLACE @ 18" OC EW. 9. THE SUBJECT SI7E IS A VACANT PARCEL OF LAND AND NO SIGNIFICANT VEGETATION EXISTS 10, HOUSE DIMENSIONS PER ARCH17EC77JRAL DRAWINGS AND SHOULD BE UTILIZED FOR CONSTRUCTION. 11. GROSS AREA IS 21,874 SF & NET AREA IS 20,843 SF 12. BUILDING LOT AREA CALCULATION (PER ARCHITECT) BUILDING AREA (SF) / NET BOUNDARY AREA (SF) = 4,957120,843 = 2378% 13. LANDSCAPE AREA COVEfdAGE (PER LANDSCAPE ARCHITECT) LANDSCAPE AREA (SF) /NET BOUNDARY AREA (SF) = 14,074120843 = 67.5% 14. ZONING : R -3, COASTAL OVERLAY ZONE, & SCENIC VISUAL CORRIDOR 15. DETENTION BASIN BMP AREA 'A' SHALL NOT BE PAVED OR ALTERED WITHOUT PERMISSION FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT. (AREA = 1, 380 SF) 16. ROUGH GRADE APPROVAL REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMIT. 17. SEE GRADING PLAN No. 11784 -G & IMPROVEMENT PLAN No. 11784 -1 FOR ALL POST CONSTRUCTION BMP INFORMATION & FRONTAGE IMPROVEMENTS. MAXIMUM APPLIED WATER USAGE PER MC 2326.130 MA WA = (ETo) (0.62) [0.7 x LA + 0.3 x SLA] ETo = 42.9 PER MC 2326.040 LA = 1,380 SF (SUM OF BMP AREAS) SLA = 0 S MA WA = (429) (0.62) [(0.7)(1,380 SF) + (0.3)(0 SF) MA WA = 25,694 GAL/TR PARCEL 2 IMPERVIOUS SURFACE AREA TO SOUTH DETENTION BASIN AREA (SR BUILDING 6,238 HARDSCAPE 1,167 TOTAL 7,405 IMPERVIOUS SURFACE AREA TO NORTH DETENTION BASIN ROAD (BREEZEWAY DRIVE) 835 QWESS /p� c- m w No. 36190 m -� IE 14773 NQTE. * Exp.6 /30/16 1. ALL PROPOSED U71LITIES WITHIN THE PROJECT SHALL BE Jl9 c i v o, X TF OF CAt \FOP INSTALLED UNDERGROUND NEW Y Y SHEE I JOB No, 13 -013 REV DATE 2 -11 -16 AS - BUILT DESIGNED BY: DR PwN BY: GHEC1�El� av ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO, RRB RQP PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED::jQ0 APPROVED: PLOT / PLANS FOR DATE: 2 -11 -16 PARCEL 2, PARCEL MAP 21265 11784 -G R.C.E. NO.: 36190 MASH MAHER rwGLENN PRUIM t, � It c .� z i z I G APN : 254 - 391 -52 RANDY P. BROWN DATE RANDY BROWN EXP.: 6 -30-16 DATE DATE ' 1063 BREEZEWAY DRIVE 15 - 095 CDPI SHEET 8 OF 10 '/-e'd Alt-ec;, gir-a" v PRIVA7EDRAINAGEEASEMENT-1 SOLID 6' HIGH WOOD FENCE PER PM Na 21265 PER LANDSCAPE PLANS c� FLOW DISTIOU77ON BOX 'ER SHEET,J 4 �30 3\N J. 0 \LF 2- EEPAED, C C 145, 7 MAI lfilql-70, 1C�L�t� 77ON \�,�!R SHaT J A SOLID 6' HIGH WOOD FE PER LANDSCAPE PLANS DE7FN770N BASK.-ARM-V' PV SHEET 3 1 4- PRI VA 7E DRA INA EA SEMEN T PER FM No. 212.5 MASONRY RE� WALL PER SHEET J I , n J�O LF - 12" Hl H 1�1-�'DEEPENED PCC URB ''I 00/ s S 5 J 0/v jTw 4 1 W 141- CHANGE NO.1 DATE 419 Oliki a X x 7 . . . . . . 6 P VC STORM' DRA IN' P 1P*E 0, 1.5,7 . . . . . . . . . 1�4= - - -� - - -=-=- = = = = - - - - - - - - - - --- ------ ----- --lFSIDE YARD SETBACK LINE DS -�\TG 148 60 IE 145.90 D 4 PARCEL 3 PAD 149.8 >( 42.5' 6) "tV DS 4g..6 4 0, 15a4 DS % 0 DS> N/k, > s 2.7 cs -�x W4 ) , �� � � > k 28' LLJ ic D 0s > A DS 14,11 7TG IE 74 7.55 ID �w IOU., 16? LLJI 7.7' 14.Q n L0 12.5' V 91 c oy- PARCEL 4 PAD 155.5 In D 154 8 UID SONRY RET WALL PER SHEET J > 4 155 2 3 0 FG s x 149.1 LINE 122 DS\ S LF 1, 6- YARD PVC 4% 149.5 FHf - - 16' Y PER SHEET J 15 18 4 154 03 I EZEWAY PUBLIC EA9CUENT FOR DR E, Al VA 7E S TREE T PER PM RI TE ROAD) No. 21265 sl 0' EWER,- - pvc PRII pEi� 11784-1 pLAN PER 637 EASEMEN 21265 43 63' y I �W MEN 'DRAINAGE pM No. ASC PER Pm s ---r 54 y- PARCEL 2 NOTE. 1. ALL PROPOSED UTIL177ES WITHIN THE PROJECT PAD 149.0 SHALL BE INSTALLED UNDERGROUND -4- APPROVED DATE BENCHMARK ,4 BUILT SCALE AS DESCRIP770N. CITY OF ENCINITAS �TARON l34WCCSln, LOCA77ON SE QUADRANT OF THE INTERSEC770N OF IV LEUCADIA BLVD & ORPHEUS ST IN THE Sl Y SOWLK HORIZONTAL: V-10' OF LEUCADIA BLVD. X FROM FACE OF CURB & 37' VERTICAL: NONE ELY OF 7RAMC SIGNAL ON 7HE CORNER ELEVA 710N. 178.54 DA IUM. NA V9 86 RANDY R. BROWN Is "TAROPINIMMON21011:11 /,�,-q N7 R 11,11 GENERAL N07ES : 1. VERIFY LA YOU T AND DIMENSIONS A T JOB St TF 2. LOCA 77ONS OF SWALES SHOWN ON PLOT PLANS IS SCHEMA 71C J. REFER TO SHEETS 1 THRU 5 FOR ROUGH GRADING AND LOCA77ON OF BMP's AND IMPROVEMENT PLAN No. 11784-1 FOR LOCA77ON OF U77LI77ES AND PARCEL MAP No. 21265 FOR EASEMENTS 4. REFER TO SOILS REPORT EN777LED "REPORT OF UPDA7FD GE07ECHNICAL INVES77GAT70N EOLUS 4 DEVELOPMENT 1050 EOLUS AVENUE ENC4NfTAS, CALIFORNIA- PREPARED BY CHRIS77AN WHEELER ENGINEERING DA7ED JANUARY 2, 2014 FOR ADD177ONAL INFORMARON. 5. THESE PLANS ARE TECHNICAL IN NA 77JRE AND ARE NOT PRODUCED Tc BE USED BY WORKMEN IN ORDER TO PERFORM 774EIR WORK IN CONFORMITY WTH LOCAL LAWS AND GOOD ENGINEERING AND CONS7RUC77ON PRAC77CES THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCA77ON OF EVERY 17EM W17HIN THE HOUSE AND LOT THESE PLANS SHOULD NOT BE RELIED UPON FOR ANY OTHER PURPOSES 6. DRAINAGE SWALES SHALL HAVE A 1Z MINIMUM SLOPE 7. CONCRETE DRIVEWAY TO BE 5" 7HICK MIN REINFORCED WITH f4 BARS PLACE @ 18" OC EW DRIVEWAY SLAB SHOULD BE PROVIDED WTH A THICKENED EDGE AT 18" DEEP x 6" WDE 8. CONCRETE WALKWAYS TO BE 4" THICK MIN REINFORCED W`7H 13 BARS PLACE @ 18" OC EW 9. 7HE SUBJECT S17E IS A VACANT PARCEL OF LAND AND NO SIGNIFICANT VEGETA77ON EXISTS la HOUSE DIMENSIONS PER ARCHITEC77JRAL DRAWINGS AND SHOULD BE UTILIZED FOR CONS7RUC77ON 11. GROSS AREA IS 17,924 SF & NET AREA IS 16,442 SF 12. BUILDING LOT AREA CALCULA77ON M ARCHITECT) BUILDING AREA (SF) / NET BOUNDARY AREA (SF) = 5 0.31116,442 30.607. 13. LANDSCAPE AREA COVERAGE (PER LANDSCAPE ARCHIM2T I LANDSCAPE AREA (SF)INET BOUNDARY AREA (SF) = 9,91JI16,442 60. JZ 14. ZONING : R-J, COASTAL OVERLAY ZONE, & SCENIC VISUAL CORRIDOR 15. DEIEN77ON BASIN BMP AREA V, NOT TO BE PAVED OR ALTERED W`7HOUT PERMISSION FROM CITY OF ENCINITAS ENGINEERING DEPARTMENT (AREA = 1,550 SF 17 ROUGH GRADE APPROVAL REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMIT 18. SEE GRADING PLAN No. 11784-G & IMPROVEMENT PLAN No. 11784-1 FOR ALL POST-CONSTRUC71ON BMP INFORMA77ON & FRONTAGE IMPRO VEMEN TS MAXIMUM APPLIED WA7ER USAGE PER MC 2J. 26. 1JO MA WA = (ETo) (0.62) [0.7 x LA + O.J x SLA] ETo 42.9 PER MC 2326.040 LA 1,550 SF (SUM OF BMP AREAS) SLA 0 SF MA WA = (42.9)(0.62) f(O.7)(1,550 SF) + (0.3)(0 SF) MA WA = 28,859 GALIYR IMPERVIOUS SURFACE AREA TO NORTH DETENTION BASIN AREA (SR BUILDING 6,397 HARDSCARE 850 TOTAL 7,247 IMPERVIOUS SURFACE AREA TO NORTH DETENTION BASIN ROAD (BREEZEWAY DRIVE) 1,201 �?,o ESS/0, � R, 8 0 CO c- -z rn No. 36190 Exp. 6/30/16 (P/- C i v OF c NEW SHEET JOB No. 13-013 REV DATE 2-11-16 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. I SUPERVISION OF RECOMMENDED: j cRcD APPROVED: PLOT PLANS FOR DATE: 2-11-16 9.C.E. NO.: 36190 MASIH MAHER EXP.: 6-30-16 DATE M. M RARCEL 3, RARCEL MAR 21265 11784-0 ir-GoeGLENN PRUIM APN : 254-391-53 2117 fl (a DATE 1064 BREEZEWAY DRIVE 15 - 095 CDP! SHEET901`10 0 G / i J / I,I Sl Qj J iU 6' HIG WOOD FENCE! 4NDSC E PLANS I i } I 16" SO. x EAR 774— R PER LANL 25' — 50' I rlri t ( LI J t O O o- HIGH DECOI A77Vt ILAS7ER SPIT FACE f PLANS R NI 1 0 '1 V L� ;c5 GENERAL NOTES : 1. VERIFY LAYOUT AND DIMENSIONS AT JOB S17E Z LOCATIONS OF SWALES SHOWN ON PLOT PLANS IS SCHEMATIC J. REFER TO SHEETS 1 THRU 5 FOR ROUGH GRADING AND LOCA7701V OF BMP's AND IMPROVEMENT PLAN No. 11784 -1 FOR LOCATION OF U77LI77ES AND PARCEL MAP No. 12165 FOR EASEMENTS 4. REFER TO SOILS REPORT EN777LED REPORT OF UPDATED GE07ECHNICAL INVES77GAT70N EOLUS 4 DEVELOPMENT 1050 EOLUS AVENUE ENCINITAS, CALIFORNIA" PREPARED BY CHRIS77AN WHEELER ENGINEERING DATED JANUARY 2, 2014 FOR ADD177ONAL INFORMA770N. 5. THESE PLANS ARE TECHNICAL IN NATURE AND ARE NOT PRODUCED TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING AND CONS7RUC77ON PRACTICES THEY DO NOT ATTEMPT TO SHOW 7HE EXACT LOCA77ON OF EVERY ITEM W1774IN THE HOUSE AND LOT. THESE PLANS SHOULD NOT BE RELIED UPON FOR ANY OTHER PURPOSES 6 DRAINAGE SWALES SHALL HAVE A 1% MINIMUM SLOPE 7. CONCRETE DRIVEWAY TO BE 5" THICK MIN REINFORCED WIIH #4 BARS PLACE 0 18" OC EW. DRIVEWAY SLAB SHOULD BE PROVIDED WT774 A THICKENED EDGE AT 18" DEEP x 6" WIDE 8. CONCRETE WALKWAYS TO BE 4" THICK MIN REINFORCED WTTH #3 BARS PLACE 0 18" OC EW. 9. THE SUBJECT SITE IS A VACANT PARCEL OF LAND AND NO SIGNIFICANT VEGETA77ON EXISTS 10. HOUSE DIMENSIONS PER ARCH17ECTURAL DRAWINGS AND SHOULD BE U77LIZED FOR CONST7UC77ON. 11. GROSS AREA IS 17,812 SF & NET AREA IS 14,558 SF 12. BUILDING LOT AREA CALCULA77ON (PER ARCHITECT) BUILDING AREA (SF) / NET BOUNDARY AREA (SF) = 3,837/14,558 = 26.36% 13 LANDSCAPE AREA COVERAGE (PER LANDSCAPE AROHl7ECT LANDSCAPE AREA (SF) /NET BOUNDARY AREA (SF) = 9,333114,558 = 64.1% 14. ZONING : R -3, COASTAL 01 =RLAY ZONE, & SCENIC VISUAL CORRIDOR 15. ALL BEST MANAGEMENT PRAC77CE (BMP) AREA SHALL NOT BE PAVED OR ALTERED IN7HOUT A CITY PERMIT. 16. ROUGH GRADE APPROVAL IS REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMIT. — 17. SEE GRADING PLAN No. 11784 —G & IMPROVEMENT PLAN No. 11784 -1 FOR ALL POST— CONSTRUC77ON BMP INFORMA77ON & FRONTAGE IMPROVEMENTS MAXIMUM APPLIED WA TER USAGE PER MC 23.26.130 MA WA = (ETo) (0.62) [0.7 x LA + 0.3 x SLA] ETo = 42.9 PER MC 23.26.040 LA = 0 SF (SUM OF BMP AREAS) SLA = 0 SF MA WA = (42.9)(0.62) [(0.7)(0 SF) + (0.3)(0 SF) MA WA = 27 GAL /)R PARCEL 4 IMPERVIOUS SURFACE AREA TO NORTH DETENTION BASIN AREA (SF) BUILDING HARDSCARE 3 /173 9G TOTAL 5782 IMPERVIOUS SURFACE AREA TO NORTH DETENTION BASIN ROAD (BREEZEWAY DRIVE) 2,661 ti� QPpFESS /0�� R. 890 F� w No. 36190 m fL 37 * Exp.6/30/16 sT CIvt �P qrF OF CAL F�P� I I VC Y V JI—ICC I JOB No, 13 -013 REV DATE 2 -11 -16 DESIGNED BY: DRAWN BY: CHE -K e BY: ENGINEERING DIVISION APPROVALS R DRAWING NO, CHANGE NO. DATE APPROVED DATE BENCHMARK SCALE AS -BUILT RGP RGP RRB CITY O F E N C I N I TA S PUBLIC WO, .KS DEPARTMENT _ ADDED NEW SHEET DESCR1PPON: CITY OF ENCINITAS STA71ON "134WCCSI' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: j0c) APPROVED: PLOT PLANS FOR A S I3UIL T Jt 22 Ile r LOCATION: SE QUADRANT OF 7HE INTERSECTION OF LEUCADIA BLVD & ORPHEUS ST. IN 7HE S'LY SDWLK HORIZONTAL: 1 " =10' _ DATE: 2 -11 -16 ALVD 3 FROM FACE OF CURB & 37' \ ' M• /✓) PARCEL 4, PARCEL MAP 21265 11784—G OF LEUCDIA B ELY OF I A L SIGNAL ON THE CORNER VERTICAL: NONE �� C.E. NO.: 36190 MASIH MAHER WGLENN PRUIM APN : 254 - 391 -54 ELEVATION. 178.54 DATUM. NAVD 88 RANDY 4B BROWN DATE RANDY BROWN EXP.: 6 -30 -16 DATE DATZ 1068 BREEZEWAY DRIVE 15 - 095 CDPI SHEET 10 OF 10