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2014-11925 G (Plans)r RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA RLGIONAL 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 "LIMITED GEOTECHNICAL INVESTIGATION AT EVALUATION FOR NEW RESIDENCE AT 1497 NEPTUNE AVE, ENCINITAS, CA" PREPARED BY ENGINEERING DESIGN GROUP, DATED MARCH 4, 2013' SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED COIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. & GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: THE GRADING UNDER PERMIT NO. 11925 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHILL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASUPF.S HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHUT BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHILL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHILL 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. ►T SHILL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. PLANNING CONDITIONS SCC - ALL ARCHITECTURAL PROJECTIONS SHOWN ON THE PROJECT PLANS DATED RECEIVED ON FEBRUARY 12, 2013 SHALL BE IN CONFORMANCE WITH THE STANDARDS SET FORTH IN SECTION 30.16.010E8. ALL PLAINS SHALL BE CORRECTLY REPRESEN7ED FOR BUILDING PERMR PRIOR TO BUILDING PERMIT ISSUANCE TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT. SCE - THE OWNER /APPLICANT SHALL MODIFY THE PROPOSED DRIVEWAY ON THE PLANS SUBMITTED TO THE CITY FOR BUILDING PERMIT AND GRADING PERMIT TO UTILIZE A DECORATIVE MATERIAL THROUGHOUT THE ENTIRE DRIVEWAY ACCESSING BOTH RESIDENTIAL UNITS TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT, ENCINITAS FIRE DEPARTMENT AND ENGINEERING SERVICES DEPARTMENT, PRIOR TO PERMIT ISSUANCE AN ENCROACHMENT PERMIT MAY BE NECESSARY THROUGH THE ENGINEERING SERVICES DEPARTMENT FOR THE DECORATIVE PORTIONS OF THE DRIVEWAY WITHIN THE NEPTUNE AVENUE RIGHT -OF -WAY. 5777-410 No.: 125090 -5 EROSION CDNTROL I. IN CASE EMERGENCY WORK 1S REQUIRED, CONTACT LEO DANIHELS AT (858) 755 -4731, 24 HOURS A DAY. Z EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY AIATERALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCA77ONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SWILL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SWILL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. & GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CDNSIRUCIIUN MEIM NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. Z 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 BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. Z THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT FILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. J. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED U77UTY CROSSING WITHIN 10 FEET OF PROPOSED WATER AbUNS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRW METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. Z ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE W FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY 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 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 -I& PLANNING ELEVATION NOTE, "PLEASE NOTE ELEVATIONS HEREIN ARE TIED TO CITY BENCHMARK AS REQUIRED BY ENGINEERING DEPARTMENT AND INDICATE A RELATIVE ELEVATION 5 FOOT LOWER THAN THE ELEVATIONS OF THE DESIGN REVIEW PLANS, DESCRIPTION IPPROM DATE BENCH MARK E; EVA -rioN A4 IZ 27. POINT NO. 1024, STAMPED 134WCCS1, PER OAU- UsE 0 ROS 18416. 2.5" DISK IN SIDEWALK IN THE .1, SE QUADRANT LEUCADIA BLVD. AND ORPHEUS AVE., 37' EASTERLY OF TRAFFIC SIGNAL" ELEVATION: 178.543 FEET DATUM: NAVD88 SCALE HORIZONTAL: NOTED VERTICAL: NOTED CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCT)ON SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SWILL 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. CONSTRUCT)ON 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 EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SWILL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SWILL 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 SWILL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SWILL GE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL SInRAGE 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 THE RAIN. CONTRACTOR SHALL. PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SWILL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 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 CN SITE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF, DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 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. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORA►N. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXIS77NG UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFIC 17ON AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS do ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGU170 WATER DISTRICT -1 -800- 227 -2600 D. TELEPHONE - SBC BELL - (760) - 489 -3411 E. CABLE N - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR , SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 6025 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 4235 SOFT INCREASE IN IMPERVIOUS AREA: NO INCREASE (DECREASE 1970 SFY IMPERVIOUS AREA REPLACED: 1853 SOFT LEAUCADIA WASTEWATER DISTRICT �/. 1/s f /�6 Gxe_ 17 REcof-D f>rAWIN6,S IT 1:2 Klil ERIN RIST PUBLIC WORKS EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 3.5 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = m.5' MAXIMUM VERTICAL DEPTH OF FILL = 1.0' CUT = 70 C.Y. FILL = C.Y. IMPORT = Q C.Y. EXPORT = 40 C.Y. REMEDIAL = 475 C.Y. (REF. SOILS REPORT) PLANNING AND BUILDING PROJECT OWNER: LEO AND CONNIE DANIHELS CA. SHYER ARCHITECTS A : JACK SHYER 1110 CAMINO DEL MAR / F DEL MAR, CA 92014 PHONE: 858.755.4731 PROJECT A.P.N. 254 - 030 -31 LEGAL DESCRIPTION: LOT 17 IN BLOCK `F , IN SOUTH COAST PARK NO. 5, IN TEH COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2078, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 21, 1927. PROJECT ADDRESS: 1497 NEPTUNE AVENUE ENCINITAS, CA 92024 1 PROJECT SOILS ENGINEERING DESIGN GROUP F.d�IdEE6r 2121 MON77EL RAOD SAN MARCOS, CA 92069 PHONE: (760) 839 -7302 PROJECT CML ENGINEERING DESIGN GROUP fdQllJEE6: 2121 MONTIEL ROAD SAN MARCOS, CALIFORNIA 92069 (760) 839 -7302 PHONE (760) 480 -7477 FAX VICINITY MAP NOT TO SCALE THOMAS GUIDE 1147 A3 SOILS ENGINEER'S CERTIFICATE 1, ERIN RIST, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON FEBRUARY, 2012. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. O QpOFESSIO,y� y�P�N E. Ip /fyc SIGNED: ERIN RIST RCE NQ.: 65127 a No. 65122 p Exp. 09/30/2015 EXP. DATE: ga /2015 JOB: 125090 -1 �7 fe OF CAI- I4 °���P ENGINEERING DESIGN GROUP 2121 MONTIEL ROAD SAN MARCOS, CAUFORNA 92069 (760) 839 -7302 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THL GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER 0' RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. • QT, vtbSION� • 10 E. R SIGNATURE: DATE: �� z1 / Iq h / ERIN RIST W _ No. 65122 ENGINEERING DESIGN GROUP Exp. 09/30/2015 2121 MONTIEL ROAD # SAN MARCOS, CALIFORNIA 92069 ( 7 6 0 ) 839 - 7302 '' + r C I V I L Q RCE EXPIRES 94NI2015 f OF C A_\ F Q OWNER'S CERTIFICATE 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 AND STABILITY OF THE SITE SIGNATUR LEO DANIHELS 26500 AGOURA RD. CALABASAS, CA 91301 SIGNATURE. 4- CONNIE DANIHELS SAME AS ABOVE SHEET INDEX PARKS AND RECREATION t v DATE SIGN DATE N D BY: ENGINEERING DEPARTMENT APPROVALS 1PERVISION OF RECOMME ED -:Qv AP R DATE: T 2 /4 R.C.E. NO.: 65122 MASH MAHER GLENN PRIUM EXP. 9/30/15 D 15/14/14 DA$. 1 DATE: a -8-aOI It HT NO. DESCRIPTION I TITLE SHEET It N07ES 2 GRADING PLAN 3 EROSION CONTROL PLAN SAN DIEGUITO WATER DISTRICT SIGN DATE CITY OF ENCINITAS - ENGINEERING SERVICES GRADING PLAN FOR: BMP PROJECT STATUS STANDARD ENCINITAS FIRE DEPARTMENT ' g%y %r SIGN DATE DANIHELS PROPERTY 1497 NEPTUNE AVE, ENCINITAS, CA 92024 APN #: 254- 030 -31 -00 PLANING CASE NO: 13 -017 DR /CDP DRAWING NO. 11925 -G SHEET 1 OF 3 �I �fg� Nm z � W� W z Z Zw Wo � Q3 Ld 4' SDR -35 DRAIN — iE PIPE ® 2% MIN TYP NEW WALL Pet uTI Ir 5D SULLET/N 2.1 eti b � f •, a 4 FT HIGH BUILDING WALL EJi -1- AS REQUIRED PER PLANNING SCALE °y �y CONDI77ONS SEE SHE 1 OF 1 10 FT Z � # \ THESE PLANS W =9 5 NEW RETAINING WALL LESS FE k, E fS =89.2 THAN 3 FT IN HEIGHT PER SDRSD, C -1 FOUND LEAD do DISK \ Rt7aRON AREA SHALL • 'LS 5211 " "PER PARCEL tEV>Y AND 8 ,• ip'p MAP NO. 207784 LEMEUA1 OF 6' FROM PROTECT IN =PLACE SURROUNDING GRADE Zp p' v FEATHER AS NECESSARY TO a MATCH EXISTING AC PAVING W � tr : i.I-? SW IBC, / CMU WALL PER SORSO C -3 TYPE LANDSCAPE AREA PERMANENT BMP NEPTUNE (E) WOOD RET. WALL TO BE AVENUE REMOVED } =90 (E) AC PAVING 5.0' FG =90.0 TO REMAIN NEW AC SWALE ALONG — PROPERTY FRONTAGE GRIND OUT DAMAGED PAVEMENT WITH 2" AC OVERLAY CHANGE NO. I 42" GUARDRAIL SEE CONSTRUCTION PERMEABLE LEGEND/ THIS SHEET PAVERS, UNIT A PROPOS£G I 2 -STORY BLDGI I TW =925 FS =925 FS =92 7 FF= 2.9 1G =921 N NEW 8' SO AREA (E) RE ;t .; IF =RR .5 DRAIN, NDS OR EQUNV, TO BE OUTLET WHERE OCCURS I SECTION A -A SCALE: 1 " =5' -0" APPROVED DATE BENCH MARK SCALE A/ AA. AA 12 t 22 14 POINT NO. 1024. STAMPED 134WCCS1, PER 0 m S 6 ROS 18416. 2.5' DISK IN SIDEWALK IN THE HORIZONTAL: NOTED SE QUADRANT LEUCADIA BLVD. AND ORPHEUS AVE.. 37' EASTERLY OF TRAFFIC SIGNAL. ** VERTICAL: NOTED ELEVATION: 178.543 FEET DATUM: NAVD88 , ,` ,. 1 r• ar r 4' PVC PIPE RISER A W '2,X* W� W 2% !— W \N TYP ISO MIN... 19.25 W PROTECT' (£) 2' PIPE PER CR 25771 IN PLACE ,z, , WOOD s IE =13.0 IE _4z.1 4" DIA AREA DRAIN NDS OR EQUIV. TYP 4' SDR -35 DRAIN PIPE M 2Z MIN TY HIGH PERMEABLE PAVERS (LE. ORCO AQUA BRIC OR EQUNALENT, APPROVED BY THE CITY) WITH Y -112' WIDE JOINTS, PER MANUFACTURER'S SPECS 2" OF t/4" - 3/8" 6' OF 112" - 314' ROCK FOR LEVELING, OF CRUSHED ROCK, ASIM 18 ASTM 157 TYPICAL DESIGN SECTION PERMEABLE PAVERS SECTION GRATE INLET r- 2 -3' HARDWOOD MULCH TIE 4' PERFORATED PVC- TIE 4-6' PVC PIPE TO PIPE INTO RISER STORMumm SYSTEM *BIORERNTION 1AWEEDED SOW.'LAYER SHALL BE MINIMUM 16'DEEP 'SANDY LLNM'SOIL MIX WITH NO MORE THAN 5Z CLAY CONTENT. THE Aa SHALL CONTAIN 50-60X SAND. 20 -30X COMPOST OR HARDWOOD MULCH, AND 20 -30X 1DPSOIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MNNUAL CALCULATIONS. TYPICALLY. THE SURFACE AREA OF THE MORETEWWN BASIN IS 4Z OF THE IMPERWOUS AREA DRWIING TO IT. p,c� fo�* 5 iF/ic• LEGEND 0 or Bic 3T SF A FINISHED FLOOR ELEVATION t<h'&A AVM � a• FP FINISHED PAD ELEVA770N Oh' o /.31kN 4 — — — — SETBACKS 4 FT HIGH 1 BUILDING• EASEMENT WALL EJi -1- AS REQUIRED PER PLANNING SCALE °y �y CONDI77ONS SEE SHE 1 OF 1 10 FT Z � # \ THESE PLANS W =9 5 NEW RETAINING WALL LESS FE k, E fS =89.2 THAN 3 FT IN HEIGHT PER SDRSD, C -1 FOUND LEAD do DISK \ Rt7aRON AREA SHALL • 'LS 5211 " "PER PARCEL tEV>Y AND 8 ,• ip'p MAP NO. 207784 LEMEUA1 OF 6' FROM PROTECT IN =PLACE SURROUNDING GRADE Zp p' v FEATHER AS NECESSARY TO a MATCH EXISTING AC PAVING W � tr : i.I-? SW IBC, / CMU WALL PER SORSO C -3 TYPE LANDSCAPE AREA PERMANENT BMP NEPTUNE (E) WOOD RET. WALL TO BE AVENUE REMOVED } =90 (E) AC PAVING 5.0' FG =90.0 TO REMAIN NEW AC SWALE ALONG — PROPERTY FRONTAGE GRIND OUT DAMAGED PAVEMENT WITH 2" AC OVERLAY CHANGE NO. I 42" GUARDRAIL SEE CONSTRUCTION PERMEABLE LEGEND/ THIS SHEET PAVERS, UNIT A PROPOS£G I 2 -STORY BLDGI I TW =925 FS =925 FS =92 7 FF= 2.9 1G =921 N NEW 8' SO AREA (E) RE ;t .; IF =RR .5 DRAIN, NDS OR EQUNV, TO BE OUTLET WHERE OCCURS I SECTION A -A SCALE: 1 " =5' -0" APPROVED DATE BENCH MARK SCALE A/ AA. AA 12 t 22 14 POINT NO. 1024. STAMPED 134WCCS1, PER 0 m S 6 ROS 18416. 2.5' DISK IN SIDEWALK IN THE HORIZONTAL: NOTED SE QUADRANT LEUCADIA BLVD. AND ORPHEUS AVE.. 37' EASTERLY OF TRAFFIC SIGNAL. ** VERTICAL: NOTED ELEVATION: 178.543 FEET DATUM: NAVD88 , ,` ,. 1 r• ar r 4' PVC PIPE RISER A W '2,X* W� W 2% !— W \N TYP ISO MIN... 19.25 W PROTECT' (£) 2' PIPE PER CR 25771 IN PLACE ,z, , WOOD s IE =13.0 IE _4z.1 4" DIA AREA DRAIN NDS OR EQUIV. TYP 4' SDR -35 DRAIN PIPE M 2Z MIN TY HIGH PERMEABLE PAVERS (LE. ORCO AQUA BRIC OR EQUNALENT, APPROVED BY THE CITY) WITH Y -112' WIDE JOINTS, PER MANUFACTURER'S SPECS 2" OF t/4" - 3/8" 6' OF 112" - 314' ROCK FOR LEVELING, OF CRUSHED ROCK, ASIM 18 ASTM 157 TYPICAL DESIGN SECTION PERMEABLE PAVERS SECTION GRATE INLET r- 2 -3' HARDWOOD MULCH TIE 4' PERFORATED PVC- TIE 4-6' PVC PIPE TO PIPE INTO RISER STORMumm SYSTEM *BIORERNTION 1AWEEDED SOW.'LAYER SHALL BE MINIMUM 16'DEEP 'SANDY LLNM'SOIL MIX WITH NO MORE THAN 5Z CLAY CONTENT. THE Aa SHALL CONTAIN 50-60X SAND. 20 -30X COMPOST OR HARDWOOD MULCH, AND 20 -30X 1DPSOIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MNNUAL CALCULATIONS. TYPICALLY. THE SURFACE AREA OF THE MORETEWWN BASIN IS 4Z OF THE IMPERWOUS AREA DRWIING TO IT. p,c� fo�* 5 iF/ic• LEGEND N71'18'43"E PROPERTY BOUNDARY FINISHED FLOOR ELEVATION NEW GRAVEL AREA: 2" THICK FP FINISHED PAD ELEVA770N (112" GRAVEL SIZE) — — — — SETBACKS _ O 8" SQ AREA DRAIN NDS OR EQUIV. - - - -- EASEMENT INVERT ELEVATION LANDSCAPE AREA ,' r.,, r`n NEW GARAGE TOP OF WALL O 4" SDR -35 DRAIN PIPE, 2X MIN SLOPE PERMANENT BMP 70 a REMOVED EXISTING CONTOUR FS tl_ *SEE WALL HEIGHT 4 SEE NOTE BELOW w W w FG 3 5X # dMIC PAR0 PROPOSED CONTOUR W T OF GRATE LANDSCAPE AREA FLOWLINE do FLOW EJi -1- AS REQUIRED PER PLANNING SCALE °y �y CONDI77ONS SEE SHE 1 OF 1 10 FT Z � # \ THESE PLANS W =9 5 NEW RETAINING WALL LESS FE k, E fS =89.2 THAN 3 FT IN HEIGHT PER SDRSD, C -1 FOUND LEAD do DISK \ Rt7aRON AREA SHALL • 'LS 5211 " "PER PARCEL tEV>Y AND 8 ,• ip'p MAP NO. 207784 LEMEUA1 OF 6' FROM PROTECT IN =PLACE SURROUNDING GRADE Zp p' v FEATHER AS NECESSARY TO a MATCH EXISTING AC PAVING W � tr : i.I-? SW IBC, / CMU WALL PER SORSO C -3 TYPE LANDSCAPE AREA PERMANENT BMP NEPTUNE (E) WOOD RET. WALL TO BE AVENUE REMOVED } =90 (E) AC PAVING 5.0' FG =90.0 TO REMAIN NEW AC SWALE ALONG — PROPERTY FRONTAGE GRIND OUT DAMAGED PAVEMENT WITH 2" AC OVERLAY CHANGE NO. I 42" GUARDRAIL SEE CONSTRUCTION PERMEABLE LEGEND/ THIS SHEET PAVERS, UNIT A PROPOS£G I 2 -STORY BLDGI I TW =925 FS =925 FS =92 7 FF= 2.9 1G =921 N NEW 8' SO AREA (E) RE ;t .; IF =RR .5 DRAIN, NDS OR EQUNV, TO BE OUTLET WHERE OCCURS I SECTION A -A SCALE: 1 " =5' -0" APPROVED DATE BENCH MARK SCALE A/ AA. AA 12 t 22 14 POINT NO. 1024. STAMPED 134WCCS1, PER 0 m S 6 ROS 18416. 2.5' DISK IN SIDEWALK IN THE HORIZONTAL: NOTED SE QUADRANT LEUCADIA BLVD. AND ORPHEUS AVE.. 37' EASTERLY OF TRAFFIC SIGNAL. ** VERTICAL: NOTED ELEVATION: 178.543 FEET DATUM: NAVD88 , ,` ,. 1 r• ar r 4' PVC PIPE RISER A W '2,X* W� W 2% !— W \N TYP ISO MIN... 19.25 W PROTECT' (£) 2' PIPE PER CR 25771 IN PLACE ,z, , WOOD s IE =13.0 IE _4z.1 4" DIA AREA DRAIN NDS OR EQUIV. TYP 4' SDR -35 DRAIN PIPE M 2Z MIN TY HIGH PERMEABLE PAVERS (LE. ORCO AQUA BRIC OR EQUNALENT, APPROVED BY THE CITY) WITH Y -112' WIDE JOINTS, PER MANUFACTURER'S SPECS 2" OF t/4" - 3/8" 6' OF 112" - 314' ROCK FOR LEVELING, OF CRUSHED ROCK, ASIM 18 ASTM 157 TYPICAL DESIGN SECTION PERMEABLE PAVERS SECTION GRATE INLET r- 2 -3' HARDWOOD MULCH TIE 4' PERFORATED PVC- TIE 4-6' PVC PIPE TO PIPE INTO RISER STORMumm SYSTEM *BIORERNTION 1AWEEDED SOW.'LAYER SHALL BE MINIMUM 16'DEEP 'SANDY LLNM'SOIL MIX WITH NO MORE THAN 5Z CLAY CONTENT. THE Aa SHALL CONTAIN 50-60X SAND. 20 -30X COMPOST OR HARDWOOD MULCH, AND 20 -30X 1DPSOIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MNNUAL CALCULATIONS. TYPICALLY. THE SURFACE AREA OF THE MORETEWWN BASIN IS 4Z OF THE IMPERWOUS AREA DRWIING TO IT. p,c� fo�* 5 iF/ic• LEGEND N71'18'43"E PROPERTY BOUNDARY FINISHED FLOOR ELEVATION NEW GRAVEL AREA: 2" THICK FP FINISHED PAD ELEVA770N (112" GRAVEL SIZE) — — — — SETBACKS _ O 8" SQ AREA DRAIN NDS OR EQUIV. - - - -- EASEMENT INVERT ELEVATION LANDSCAPE AREA TW TOP OF WALL O 4" SDR -35 DRAIN PIPE, 2X MIN SLOPE PERMANENT BMP BOTTOM OF WALL HIGH POINT EXISTING CONTOUR FS FINISHED SURFACE *SEE WALL HEIGHT 4 SEE NOTE BELOW w W w FG FINISHED GRADE _ —98 ✓/ PROPOSED CONTOUR W T OF GRATE LANDSCAPE AREA FLOWLINE do FLOW O CENTERUNE © 6' CONCRETE PAVING DIRECTION PROPERTY LINE (E) BLDG LIMITS (E) WATER LATERAL/ METER SIDE YARD SETBACK OT' LANDSCAPE AREA P R ENT BMP FY SB FRONT YARD SETBACK SEE NOTES, ITEM 7 TTHIS SHEET PROPOSED BLDG LIMITS ® NEW 1' WATER METER ® AC PAVED SWALE 2 -INCH AC OVERLAY (E) SEWER LINE ® 8' SO AREA DRAIN NOS BOX OR EQUIV. • 4' DIA AREA DRAIN NOS OR EQUIV. RETAINING WALL FS =97.7 SPOT ELEVATION — — — — 4' DA SDR -35 DRAIN PIPE ® 2X MIN SLOPE (E) SPOT ELEVA17ON — RAIN WATER TIGHT LINE PER ARCH. PLANS -O -- - - -- NEW PERMEABLE BLOCK PAVERS D DOWN SPOUTS PER MANUFACTURER'S SPECS, DET 21 THIS SHEET CROSS -REF CALTRANS CONSTRUCTION BEST MANAGEMENT PRACTICES ONEW 6' CONCRETE PAVING Ntu wAW pelt crcy co IMuI 4.114 I� 2&1 F FINISHED FLOOR ELEVATION �j 4" DIA AREA DRAIN NDS OR EQUIV. FP FINISHED PAD ELEVA770N © FL FLOW LINE O 8" SQ AREA DRAIN NDS OR EQUIV. IE INVERT ELEVATION TW TOP OF WALL O 4" SDR -35 DRAIN PIPE, 2X MIN SLOPE BW Hp BOTTOM OF WALL HIGH POINT CMU RETAINING WALL PER SDR D •yss c-3 /Sv *"ETa 221 ® FT/ 2.5 FT FS FINISHED SURFACE *SEE WALL HEIGHT 4 SEE NOTE BELOW FG FINISHED GRADE PERMEABLE BLOCK PAVERS PER rG T OF GRATE 5 MANUFACTURER'S SPECS, DET 21 THIS SHT (E) CL O CENTERUNE © 6' CONCRETE PAVING PL PROPERTY LINE 810 RETENTION AREA PER DET 1/ THIS SHEET SY SB SIDE YARD SETBACK OT' LANDSCAPE AREA P R ENT BMP FY SB FRONT YARD SETBACK SEE NOTES, ITEM 7 TTHIS SHEET RY SB REAR YARD SETBACK ® AC PAVED SWALE 2 -INCH AC OVERLAY 16' MIN. ENGINEERED SOIL "SEE NOTE BELOW - 2 -3' OF 318' GRAVEL 3/4' CRUSHED ROCK - -13' �L NON- LINER 15 MIL MIN AT WX AREA PER SOILS 4' PERFORATED PVC PIPE *PLACE PIPE WITH PERFORATIONS AT THE INVERT* O9 1' WATER METER Ibm ANY WALKING SURFACE THAT IS ADJACENT GRADE DIFFERENTIAL OF 30 INCH OR GRATER REQUIRES GUARDRAIL. *SDWD NOTE, 1. EXISTING 518" WATER METER TO BE UPGRADED TO 1' WATER METER FOR BOTH DOMESTIC AND FIRE SPRINKLERS, AT OWNER'S EXPENSE. SAN DIEGUITO WATER DISTRICT (SDWD) REQUIRES WATER METERS LOCATION TO BE IN FRONT OF THE PARCEL AND OUTSIDE OF ANY EXISTING OR PROPOSED TRAVEL WAY. N1OT THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY, IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. 2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO THE GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/ OR INTO THE PUBLIC STORM DRAIN SYSTEM. fi= RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPT 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 LINES. UTILITY NOTE EXISTING OVERHEAD UTILITY LINES INCLUDING ANY PROPOSED U77UTY LINES SERVICING THE PROPERTY SHALL BE RELOCATED UNDERGROUND UNLESS EXEMPT BY THE MUNICIPAL CODE DRAINAGE NOTE v NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.^ WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FT AT 2 PERCENT o WmR AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY 00' FIRE DEPARTMENT NOTE _4 r A E. Rey PAVING STONES SHALL BE ABLE TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS N NOT LESS THAN 75,000 LBS, No. 65122 z CAR SPACE CANNOT BE LOCATED IN MIDDLE OF DRIVEWAY AND BLOCK ACCESS OF FIRE Exp. 09/30/2015 APPARATUS TO REAR DWELLING. Ca a ULZAUNLU t1T: UKAWN UT: UNUAtU bT: ENGINEERING DEPARTMENT APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMEND SD Ja:�) A E DATE: 7 21 �— /r �r R.C.E. NO.: 65122 MASIH MAHER GLENN PRIUM 30/15 114/ 14 $ "Y ERIN RIST EXP. 9/30/15 DATE: DATE: * Z � f� W f�11 Lu z Z � CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 0 CO GRADING PLAN FOR: �Z Q DANIHELS PROPERTY 11925 -G LI 1497 NEPTUNE AVER ENCINITAS, CA 92024 APN #: 254 - 030 -31 -00 SHEET 2 OF 3` PLANING CASE NO: 13 -017 DR /CDP in EXPANSION JOINT AT TRANSITiON,BTWN CONC. PROTECT AND GRAVEL SUBGRADE NEW WALL PER CITY x PIPE PER (CR2y LEGEND i SO BULLETIN 221 c �F °9¢ i' y W I 25771 IN PLACE SECTION B— B PERMEABLE PAVERS PER `S¢ `� f °'` DETAIL 2 THIS SHE ,� N71'1843"� PROPERTY BOUNDARY " 10% ,, b. " W w 2x N W — —,— — SETBACKS � GRAVEL AREA: THICK 1 2 GRAVEL SIZE 5 CONCRETE, NO. 4 BARS p _ �i 9`b W ro TYPICAL SLOPE PAVER - CONCRE DRIVEWAY SECTION AT 18" O.C. E.W. p• d ���cy 7F "W ° W W — - — - — " NEW WAL PER CRY p aP `9,T W EASEMENT LANDSCAPE AREA NOT TO SCALE •. SD BULLETIN 221 ��q°'h01 ��cry y �....... W ` W W W W W _� • �.. � W ;Z > " z . -• `j := EXISTING CONTOUR PERMANENT BMP p CONCRETE PAVERS b q '�'h q r, • 4 % J n EMBEDDED MIN. 1 INCH yp ti i` .f W W c� �i°' 0 x--98✓ PROPOSED CONTOUR LANDSCAPE AREA INTO CONCRETE DRIVEWAY ZOx ii Ate' WITH HP2 POLYMERIC SAND SUBGR40E FLOW CONTROL1 �� q• F�9 ?.,q c::i SNE _, O (N) AC CONNECT OVERFLOW PIPE 10 s 4 FT'HIGH FV Grp �O %`? " W RE&I, ti. /E— F FLOWLINE & FLOW PAVEMENT (1ECHNISEAL OR EQUN) n ° P - - .# , � � ".. , °" r� � � � r () LIMITS OUTLET AT GRADE, MIN 1% SLOPE e "' � `' BUILDING S`' \ L Y. y Q . W W z DIRECTION E BLDG AT ROW l _ WALL . 6„W x 12*0 CONCRETE y „ ° .. t ' : - W 915 ,. 12% ° °' \ \ \ %�� \�� \\ CUTOFF WALL; �{4 BAR HORZ. y _� (E) WATER LATERAL/ METER WITH FLOW THROUGH DRAIN O °+ 3 g4 PROPOSED BLDG LIMITS ., � � ` ' � `", •` . � w NEW 1 " WATER METER • TO OUTLET AT LANDSCAPE 4" DA AREA DRAIN Ii 4� 1� 4 FT HIGH . < yLj� W a,... ❑ ` ® 1 8" SQ AREA DRAIN NOS BOX OR EQUIV. AIDA NDS OR EQUIV. 1YP �` .1l 5k _ L ,g3. - ." ,D ( ) z _ a LINE 4 DiA AREA DRAIN NOS OR EQUIV. a R AINIE SEWER WALL BUILDING C..._ WAL W 4" SDR -35 DRAIN li ¢� �tiS° � � ' ' " � '� � ••� �' ° � � � ' 4" DiA SDR -35 DRAIN PIPE PIPE 0 2X MIN NP w ��� . \...w S(Nif B �' ELEVATION ® 2% MIN SLOPE �.. ��� u_ sr _ i` �.... �� . , �. ` °' �,' H..:.....�� � W; FG"�100,96 T ELEVATION — RAIN WATER TIGHT LINE ( SMH � .. ... _ W q0 PER ARCH. PLANS 2 NEW CMU RET WALL PER q q� :�� � � - � � � - SDRSD TYPE C -3 WITH 42 .. z :.::• ?,.i ., k .. WE • • NEW PERMEABLE BLOCK PAVERS CI DOWN SPOUTS - GUARDRAIL. 6 FT MAX WALL AND WOOD FENCE ` , . ; " � : ' __ ,,. � _ � � � v � L I— � L SPECS, "' � 'S C$ FOUND 314 ":IRON PIPE T €� REMAIN - <.. <. � ` .` � � e t FS 2 � DET 21 THIS SHEET HEIGHT INCLUDING GUARDRAIL , , / \i NEW O CROSS -REF CALTRANS CONSTRUCTION BEST LS 7003 PER PARCEL � � � �. o . ", :;I BRICK PA iC PRACTICES MAP NO. 2074 i / Z MANAGEMENT PRA oo �' m BE, ��„I , +, :..,..: ... NEW 6 CONCRETE PAVING PROTECT IN -PLACE 7D Ij��o f}, ' " ".,.... NEW WALL PER W ' p �� r„ �, b : .: f.3. — i %�L`•1 .> �,, .,.3: i .. �� 3 CITY SO #. 254 041 .. 1• �! / • y�AA:.. 1. y.� 3 I I - i- x >... �... Z £ .w.�#l.A C2aa v. y ..u. C '" _ ` .6 FEATHER AS A li i al ' r. =' w � 0 .,� ,,� � ,..... _ , ,, �� ,, ." °�? � ,. � �- � � TG- BULLETIN 221 � � 7,0 ? � � � � =" . NEW PAVERS EMBEDDED IN � NEW IMPERMEABLE PAVERS NECESSARY TO: MATCH '�. p �q�:.� r�..,;..",.. j (F) ;:.., �_�,:� t �...,... _, .. RE tt?TJ 1 v i... :� 4" DIA AREA DRAIN �� I 5 IN CONCRETE DRVIEWAY IS11NG AC PAVING r' ,.• �� 1 /, ....... .. - R EQUIV k,;w t �, _ NDS O TYP �...t: eau _ E 1 COPPER WATER LATEAL FZ_ .: � , °_�,.�� / r° � . .-� ' f3 \ TO REMAIN. (E 518" WATER'; �� NEW 2 -STORY BLDG 1" " °i T 4" SDR -35 DRAIN ABBREVIATIONS CONSTRUCTION LEGEND METER TO BE UPGRADED TO FF =102.7 2ND FLOOR PIPE 0 2% R EQUIV FF =92.9 1ST FLOOR \ 1 " METER. SEE SDWD NOTE/ a _ = LL AD ELEVATION AREA D • � "`•''�'�'� � � � �� 4 ED FLOOR ELEVATION O 4" DIA RAIN NOS 0 ° � Ff HIGH MIN lYP THIS SHEET 2 8 SQ AREA DRAIN NOS OR EQUIV. \ UILDIN A ,, FF FINISHED ® (f WOOD RET WALL TO BE �j•0 4 ,_ % .. ! µ l .0.. " > f 1 ROVED AND REPLACED WITH Z , W 2 9 .1 ; ;�° a - INVERT NELEVA N FP FINISHED O w F` µ.._° 4 i• 1 TOP OF WALL nO Q3 4" SDR -35 DRAIN PIPE, 2% MIN SLOPE Tw ` � Y FL i ��' , ., �° s ��� PERMEABLE PAVERS (I.E. ORCO AQUA VGw .4 i ' `"r° 1 ° CM REF. WALL PER SDRSD 8 SQ. se ��.• I .. t.. F " a ".�." 1.mF! ' t BW BOTTOM OF WiLLI DRAIN ND DRS A'; ��_ NPg L r t), �� f1�1'bt.>v BRIC OR EQUIVALENT, APPROVED BY CMU RETAINING WALL PER SDRSD TYPE C -3 /CITY OF SAN • - 4 FT MAX HEIGHT EQUIV. TY� k ° ? WALL HEIGHT 4 2.5 FT O`' �` ° °'�` > " .. SIN G GRG[1112 THE CITY) WITH Y -1/2" WIDE JOINTS, HP HIGH POINT FT/ /. �..• -' X66 � PER MANUFACTURER'S SPECS FS FINISHED SURFACE i".. �` �� P MAN FG FINISHED GRADE�GDEE R6TE�E 216i�� NEI AC PAVED SWALE GRIND _ c `nt. ` -> �'+E 1r; TOP OF GRATE �5 PERMEABLE BLACK iPAVERS PER ... ," a l 4r° . V Q„ Gi.n T OUT THE DAMAGED PAVEMENT \........ FG -90' ', 6 ,� *;. � 5 4 �.: �� s�� (E) EXISTING MANUFACTURERS SPECS, DIET 2/ THIS SHT _..... , AND PROVIDE A 2 -INCH AC �' 89' 1 ' "' "_ }�'� L- H ©6 CONCRETE PAVING W r r m ,. IE =88g. L t' y• i i CL CENTERLINE OVERLAY FROM THE PROPERTY a 2 gi' PROPERTY LINE BID RETENTION AREA PER DET i THIS SHEET z LINE TO 5 FEET WEST OF THE } 1 r °,- t / SY SB SIDE YARD SETBACK O� LANDSCAPE AREA PERMANENT BMP SWALE FLOW LINES 9 0 ► =t 7O t LOVED �\ ��$4 H FY SO FRONT YARD SETBACK SEE NOTES, ITEM 121 THIS SHEET ;AI FG' cj'1& — III -1 I I -i i I —i I —I RY SB REAR YARD SETBACK O AC PAVED SWALE, 2 -INCH AC OVERLAY ' �'• � %, meth '� :. ✓ a�\ 3 sD"' � ,.ff : — — 8 BUI GRADING LAN W' 68-22 �- a 2 OF 1/4 3/8 6 OF 1/2 3/4 �9 1 WATER METER EVELI R 10 a 10 20 30 ROCK FOR L NG, OF CRUSHED ROCK, � � PLEASE NOTE DECORATIVE �iE i =9 . MATERIAL SHALL BE UTILIZED ASTM 8 ASTM 57 om ANY WALKING SURFACE THAT IS ADJACENT =92.0 AS REQUiRED PER PLANNING SCALE 1 10 FT GRADE DIFFERENTIAL OF 30 INCH OR GRATER Z \ i TYPICAL DESIGN ` t `►VEW TRENCH DRAIN CIJN61TiONS SEE SHT. 1 OF '"TH REQUIRES GUARDRAIL. M. \OUTLET AT TERRACED WALL...... ESE PLANS PERMEABLE PAVERS '.; A 5 F 4 �2ETENTiON _ � *SDWD NOTE ALLOW 1 INCH WIDE JOINT �T ' S� BOTTOM OF DRIVE E JACENT'AT '' �` X91' NEW RETAINiNGWALL LESS � i. EXISTING 5/8" WATER METER TO BE UPGRADED TO i" WATER METER FOR BOTH 7 FS 9.2 THAN 3 FT IN HEIGHT PER ° SECTION , LANDSCAPE AREA FOR RUNOFF �_ FS= 7.5 SDRSD C -1 NOT TO SCALE L 1 DOMESTIC AND FIRE SPRINKLERS, AT OWNERS EXPENSE. SAN DIEGUITO WATER TO BLEED INTO LANDSCAPE ! _ DROUGHT DISTRICT (SDWD) REQUIRES WATER METERS LOCATION TO BE FRONT OF THE NEW BELGARD OLD WORLD DEEP ROOTED DENSE; PARCEL AND OUTSIDE OF ANY EXISTING OR PROPOSED TRAVEL WAY. \ \ f FOUND LEAD & DISK`^ TOLERANT PLANTING SUITABLE NOTES. ~ PAVERS EMBEDDED IN 5 RETENTION AREA SEAL 8 t!� 0 0' ,M1 1S 211 "PER PARCEL CONCRETE, �D A FOR WELL DRAINED SOIL x .p \� 2 MAP ND. 20784 R NFORCED- WITH'NO. 3S MINIMUM of 6' FROM THE APPROVED GRATE INLET 1. ALL THE WORK PROPOSED ON THIS PLAN IS EN77RELY WITHIN THE APPLICANT'S PROPERTY. PROTECT IN-I,PLACE AT �B�O.C. E.W. SURROUNDING GRADE IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY CL 0 0' 1�EATHER AS 1 1 2 -3' HARDWOOD MULCH PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER Z NECESSARY TO i ,/ �Ef OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED ° r MATCH EXISTING \ \/ \/\ 5� �// //\ TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT AC PAVING PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED _ _ _ _ _ _ _ TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE /, \ \j, \ \j, \ \j I =I15--11 I =III =111 =I I I =11 I =111 I I I =I I I=I I Ed I I —I I I =11 I=I I I =III / \ \ / \ \ / \� REQUIRED PERMISSION S oeraNED. tn f, 11 \\� I I= III = III = III = III = III = III =I I =III =III — III —III I I I I III I // /j� 16M ENGINEERED SOIL 2. FOR STORM WRIER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS *SEE NOTE ✓/ /, // I I=I I I —I I I —I I I —I I I —I I I—I I I —III I I I —I I I —I 10 1 IS I I -I I I=I I I =III SHALL DISCHARGE ONTO THE GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC110N AND X I VID SMH RC• ? �� \ \� \ \� \\ \ \� \ \\ DISCHARGE ONTO THE STREET AND/ OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2 w m 0 Os 40 �� / /� / /�/ III —I I -1 I —I i —I I -1 I— III —I I 4' PVC — III — III —) I I -1 I I— III —III = / /� / /� /� AND LMDSCAPF AREAS DESK - MIED FOR STORM WATER POLLUTION Col nmL sNAL NOT � I_I =1 I I IiPE RSER I I I =1 11 =1 I_I =1 I I -1 I I I I I =1 11 -1 I I / \ \ii \ \ii \ \i,� 2 -3 of 3/6' GRAVEL �i\iT \ii> I I I -1 11 =1 I I— III —1 l 1 -1 I I —I I I —I I — III — III — III — III —I 11 =1 11 =1 11= � MODIFIED WITHOUT APPROMALOF THE CITY PLANNING DEPARTMENT I -1 I I -1 I F =d I FEI I El 11 =I I I -I I I 111 -1 I I -1 I I -1 I I -1 I I_I I I -1 I I -1 I i %\ \� \ /�\; RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL Z % \ % \ \% / / \ / / \ \// 3 4' CRUSHED RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE CMU WALL PER I �� / /�\/ 4 4 o a a 4 a 4 4 jj \ / 7 42 GUARDRAIL \ \ \ \ ROCX - 13' RESPONSIBILITY OF THE OWNER TO KNOW THE LOCATION OF THE PROPERTY LINES. 51 SDRSD C -3. SEE CONSTRUC7ION PERMEABLE \\ \j \ \j�� 4 LEGEND / THIS SHEET PAVERS NIT A P \\ /\\\\ \ /� \ \� UTILITY NOTE I 2 -STORY BLDG, LANDSCAPE AREA TW =92.5 6"W x 1 ETE ,, // // // // // // % /� / / \` % / \` % / \` // y,�y, \j, \` \j / \// // / /, / /, // // / / \M ;I'M/ \�// \�// / \ \\ EXISTING OVERHEAD UTILITY LINES INCLUDING ANY PROPOSED UiiLTIY LINES SERVICING THE " "� \ PERMANENT BMP, „ >• \ \ \ / \ / \ /\/ \ / \ / \ / \ / \ / \/ / \/ / \� \�� \�� \. \ \, \ / \ / \ / \ / \ / \ / \/\ \/\ \, NON — PERMEABLE LINER 15 MIL PROPERTY SHALL BE RELOCATED UNDERGROUND UNLESS EXEMPT BY THE MUNICIPAL CODE L W / /,� / /,� / /,� MIN AT INFlLTRATiON AREA PER =,'12,4 "� TG =92.1 OUGH_. ..... OILS ENGINEER, WOOD RET ti , ....._,..._. - ,, ,__...._,. ..................... ............. 77E 4' PERH�RATED PVC IIE 4 -6' PVC PIPE TO Av i &F&' 111 n NEPTUNE WALL TO BE _. PIPE INTO RISER sfORMDRAIN SYSTEM 4" PERFORATED PVC PIPE Q DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ITiED OVER ADJACENT PROPERTY LINES. �j REMOVED - N `C 925 'PLACE PIPE WITHPERFORATIONS 0: �" ` °'� WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FT AT 2 PERCENT �o AVENUE FS =90.5 AT THE w� I 5.0' FG =90.0 NEW 8" SQ AREA ((E) RESIDENCE AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. Ma (E) AC PAVING - DRAIN, NOS OR EQUIV. 70 BE REMOVED *61ORETENi►ON 'ENGINETIRED SOIL'LAYER SHALL BE MINIMUM 16'DETF 'SANDY LOAMOSOIL MIX WITH � ^O TO REMAIN FL =85.3 J IE- .5 NO MORE THAN 5X CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60X SAND, 20 -30X COMPOST OR QRpEESS10* FIRE DEPARTMENT NOTE N rS HARDWOOD MULCH, AND 20-30X TOPSOIL o 41 w 1.5X .5 %7 / ��Q� �N E. Ri Fyc PAVING STONES SHALL BE ABLE TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINiTAS y `� i NOT LESS THAN 75,000 LBS. NEW AC SWALE ALONG OUTLET 4 THERIMPERV0USSAREA DRAINING TO IT. THE SURFACE AREA OF THE BIORETENiION BASIN IS No. 65122 7 �° CAR SPACE CANNOT BE PROPERTY FRONTAGE. GRIND WHERE Exp. 09/30/201$ APPARATUS TO REAR DWELLING. IN MIDDLE OF DRIVEWAY AND BLOCK ACCESS OF FIRE G. a OUT DAMAGED PAVEMENT OCCURS * Z WITH 2" AC OVERLAY I BIORETENTION DETAIL FOR IMP I � -o SECTION A -A NOT TO SCALE �,9rF Of ich"00 W SCALE: i " =5' 0" / V im+ W 45�7�� WZ DESIGNS BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS — ENGINEERING SERVICES DEPARTMENT DRAWING NO. a — CHANGE NO. DESCRIPTION APPHOVED DATE BENCH MARK SCALE RS 08k%A °16S ERIN RIST I RV I ERIN KIST Z LLI NEW SHEET 1 1 POINT NO. 1024, STAMPED 134WCCS1, PER PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED -)QO APPROVE GRADING PLAN FOR: LV 0 k5 -Sul/ 22• ROS 18416. 2.5" DISK IN SIDEWALK IN THE HORIZONTAL: NOTED DATE: M u Al M DANIHELS PROPERTY SE QUADRANT LEUCADIA BLVD. AND ORPHEUS ENCINITAS, CA 92024 11925 -G AVE., 37' EASTERLY OF TRAFFIC SIGNAL.# R.C.E. NO.: 65122 MASIH MAHER Cwt GLENN PRIUM 1497 NEPTUNE AVE, VERTICAL: NOTED (0 /1/ I b APN #: 254 - 030 -31 -00 sHEET OF 3 ELEVATION: 178.543 FEET DATUM: NAVD88 E risr ; 9 M'TE� ERIN RIST EXP. 9/30/1 DATE: DATE: PLANING CASE N0: 13 -017 DR /CDP i EDG PROJECT No.: 125090 -5 STANDARD SEWER LATERAL NOTES FOR MINOR GRADING PLANS 1. LWO APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. Z ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCOA WASTEWATER DISTRICT LWO SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 do 3 ON THE JOBSITE AT ALL TIMES. I 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL b ACCEPTANCE BY LWD AND SWILL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP m AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. c6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE _a NEW CMU REF WALL PER LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE " WITHIN THE LIMITS OF THIS PROJECT. ¢• �� � y: FOUND 314- SDRSD C -3 WITH 42 IRON PIPE GUARDRAIL 6 FT MAX WALL , a. C ALL rn EONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO 0 ��� PARCEL \HEIGHT INCLUDING GUARDRAIL * _ i� MAP m ^,PROTECT IN -PLACE i 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF APN #: 254 - 030 -31 o THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL fEATHER 0 AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT NECESSARY TO MATCH \ �G ENGINEER. EXIS77NG AC PAVING y i UNIT A LA 10. ALL SERVICE LATERALS SFIALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN TO iREMAIN. (E) 518 " WATER S. W '�° W y ` W NEW 2 -STORY BLDG r W FF =102.7 2ND FLOOR AS APPROVED BY LWD ON THE PLANS. METER TO BE UPGRADED TO o \1" METER. SEE SDWD NOTE/ W FF =92.9 1ST FLOOR 11, A 2 -INCH HIGH 'Sm SHALL BE INSCRIBED ON THE CURB FACE ATEACH LATERAL LOCATION BY THE JHIS SHEET '� ' ; .Lw ' A. CONTRACTOR. ` \ (E) WOOD RET WALL TO 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO BE REMOVED AND Air A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" REPLACED WITH CMU \ W ABOVE PAVNG SUBGRADE WITH FINAL L0000N JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE RET: WALL PER SORSD iS LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF \C -3. 4 FT MAX HEIGHT R CONNECTION. NEIV AC PAVED SWALE GRIND m 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. OUT THE DAMAGED PAVEMENT \ y y m AND PROVIDE A 2 -INCH AC 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED OVERLAY FROM THE PROPERTY r AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST LINE TO 5 FEET WEST OF THE / SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER U17LMES AND U17LITY LATERALS. SWALE FLOW LINE % 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR \ m PRIOR TO PAVING. \ \ \ >� \ FE 0 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC \ Z ° SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES FOR INSTALLING NEW MANUFACTURED p; WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN ENO PIPE SPOOLS MATCHING THE ADJACENT 17.EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO L k EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH; ; SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH \ r FULL-TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. vn I& FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC \ % " MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR co COUPLINGS SHALL BE RUBBER GIISKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED to PRIOR TO INSTALLA77ON OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE:, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR :3 �\ 20 0' � FI;A7HER AS COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES . PVC SEWER NECESSARY 10 c REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT MATCH EXIS77NG ENGINEER.] `AC PAVLNG 19 PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP FOR .��w •— � %' � , FOB,.,. 4 FT HIGH BUILDING WALL F /• e (E) \RET W To I� / / !'' 4 FT HIGH BUILDING WALL` PLEASE NOTE DECORATIVE ,k NEW RETAINING WALL LESS THAN 3 FT IN HEIGHT PER SDRSD, C -1 FOUND LEAP , k DISK '1S 5211 "'PER PARCEL'' MAP NO. 26784 nnmrr,-r w192i AM' CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL O SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 507 REDUCING % COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED W17H A GASKET RANGE TO MATCH THE A OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE i t' 00 SIGH AiC., DUCTILE IRON PER A57M A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED 02 -0400 EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE GASKETS SHALL BE SBR PER ASTM 02000 M84710, vw $ COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL z 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE j YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN i UPDATED REVIEW AND APPROVAL ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS 9 EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. CHANGE NO. DESCRIPTION ffim DATE BENCH MARK SCALE Ak5 - bUlff 2.2 • If POINT NO. 1024, STAMPED 134WCCS1, PER RIDS 18416. 2.5" DISK IN SIDEWALK IN THE HORIZONTAL: NOTED SE QUADRANT LEUCADIA BLVD. AND ORPHEUS AVE., 37' EASTERLY OF TRAFFIC SIGNAL" VERTICAL: NOTED ELEVATION: 178.543 FEET DATUM: NAVD88 s E / W / t i MATERIAL SMIIL BE U71LIZED PLANNING AS CONDITIONS SEE HT. I fw EROSION THESE PLANS CONTROL PLAN SGV.E 1' = 10 FT EROSION CONTROL LEGEND QmQDQDm GRAVEL BAGS (SC -6 It SC -8) PER DEF E2 1SHT 3 STABILIZED CONSTRUC17ON ENTRANCE (TC -1) PER DET El /SHT 3 ........... NOTES SECTION 1. CROSS -REF CALTRANS CONSTRUC110N BEST BURLAP TYPE BAGS. MANAGEMENT PRACTICES 2. BURY FIRST BAG ONE HALF BAG DEPTH. CONSTRUCTION LEGEND -EC ® 4 PLACE BAGS TWO HIGH. 4. OFFSET BAGS. Q � �DCCON(STRUCTION ENTRANCE (TC -1) ® GRAVEL E2 HT 3SC-6/SC a PLAN $NNE � O/< 1 0 2s GRAVEL BAG DETAIL N E� QRCFESS IONS` NOT TO SCALE E2 N� y�e�N E. A?isj, "yam W c� � No. 6512 a 2 � * Exp. 09/30/2015 * Z 0 4 �!l C I V l l W (i�\! 1' V F CF CA050 Lu Z V CITY OF ENCINITAS — ENGINEERING SERVICES DEPARTMENT DRAWING NO. EROSION CONTROL PLAN, LWD NOTESFOR: w Lu DANIHELS PROPERTY 11925 -G 1497 NEPTUNE AVE, ENCINITAS, CA 92024 APN #: 254 - 030 -31 -00 SHEET 3 of 3 PLANING CASE NO: 13 -017 DR /CDP 4 FT HIGH BUILDING WALL Z r=TV I. I I REFERENCE CASQA'- TC -1 1112` CRUSHED ROCK CALIFORNIA STORMWATER QUALITY PROFILE ASSOCL47ION - CALIFORNIA STORMWATER BMP HANDBOOK, CONSTRUCTION PUBLIC RIGHT- -OF- -WAY EXISTING GROUND two PROVIDE APPROPRIATE TRANSITION BTWN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT OF WAY Em STABILIZED CONSTR. ENTRANCE NOT TO SCALE C 1 7—ii�lll_:: ,�fCA�flW INGS DESIGNED BY: 1 DRAWN HY: CHECKED BY: ENGINEERING DEPARTMENT APPF ERIN RIST PROTEL PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D JOC [� DATE: 7 ZV.L4 PIPE PL R.C.E. 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A?isj, "yam W c� � No. 6512 a 2 � * Exp. 09/30/2015 * Z 0 4 �!l C I V l l W (i�\! 1' V F CF CA050 Lu Z V CITY OF ENCINITAS — ENGINEERING SERVICES DEPARTMENT DRAWING NO. EROSION CONTROL PLAN, LWD NOTESFOR: w Lu DANIHELS PROPERTY 11925 -G 1497 NEPTUNE AVE, ENCINITAS, CA 92024 APN #: 254 - 030 -31 -00 SHEET 3 of 3 PLANING CASE NO: 13 -017 DR /CDP 4 FT HIGH BUILDING WALL Z r=TV I. I I REFERENCE CASQA'- TC -1 1112` CRUSHED ROCK CALIFORNIA STORMWATER QUALITY PROFILE ASSOCL47ION - CALIFORNIA STORMWATER BMP HANDBOOK, CONSTRUCTION PUBLIC RIGHT- -OF- -WAY EXISTING GROUND two PROVIDE APPROPRIATE TRANSITION BTWN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT OF WAY Em STABILIZED CONSTR. ENTRANCE NOT TO SCALE C 1 7—ii�lll_:: ,�fCA�flW INGS DESIGNED BY: 1 DRAWN HY: CHECKED BY: ENGINEERING DEPARTMENT APPF ERIN RIST PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D JOC [� DATE: 7 ZV.L4 /AP /1/1 CAL . /If1 R.C.E. 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