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2012-11383 G (Plans)ri z a a x H 0 N a 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 FACIL17Y. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "LIMITED GE07ECHNICAL INVESTIGATION AND EVALUATION" PREPARED BY ENGINEERING DESIGN GROUP DATED MAY 23, 2012. PROJECT 125031 -1 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 J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. ►��rmrar • �: �I. cx�rr�yn�3�. �jrmua��r� ::�nu�.�rxyLr�e�n��nrh 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 12) 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- CONSTRUC77ON MEE77NG 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: 7HE GRADING UNDER PERMIT NO. , 11383 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN" THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE 13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MIN /MUM OF 90 PERCENT IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL 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 CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY CASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOTT KARTS AT (858) 362 -8948. 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SAN DIEGUTIO 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 LOCA77ON OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3 ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING W17HIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARA7ON WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LLAD 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 RELLASES BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC­ 17 OR WC -18. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION of UNDERGROUND TlLITY U W PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES To PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SIZE IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION of UTLITIES AND N077FICATION of COMMENCEMENT OF WORK: A. SEWERS - LWD - (760)- 753 -0155 B. GAS & ELECTRIC - SOGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760)- 633 -2770. J. 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. \ P� 9,G c� y� 9, rE >o\ VICINITY MAP NOT TO SCALE T.B.M. PG. 1148, A -5 STORMWATER POLLUTION CONTROL BMP PROPERTY BOUNDARY LEUCADIA THEREFORE DOES NOT WASTEWATER - -- DISTRICT PROPOSED CONTOURS 95 OF WORK SEWER CO 7RASH CANS AND RECYCLING ROOF DOWN SPOUT NOTES RECEPTACLES AROUND THE SITE. NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, THE ENGINEERS TRADE OR OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED CONCRETE WASHOUT DURING OR AFTER CONSTRUCTION. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE FS WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO DISTRICT LWO SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. PUBLIC WORKS G WSTRUCTION GREENBOOK AND THE REGIONAL STANDARD DRAWINGS MOST CURRENT CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. EDITIONS. IN THE EVENT OF CONFLICT THE LWO SEWER STANDARDS GOVERN. CONSTRlAZM Sff ACCESS 3 OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND ALL TIMES WITHOUT EXCEPTION. INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH PAD ELEVATION AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON COAMMA I)ON VEHICLES THE JOBSITE AT ALL TIMES. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR S THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT FINAL ACCEPTANCE BY LWD AND SHALL REPAIR AND REPLACE ANY WORK THAT MAY PROVE DEFECTIVE MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND FLOW ARROWS BONDED FIBER MATRIX. 7 APPROVAL OF THIS PLAN BY LWD DOES NOT CONS7TUTE A REPRESENTATION OF THE ACCURACY OF EXIST. STRUCTURE TO BE DEMOLISHED 7HE LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE, OR No EXCAVATION AND GRADING AC77VI77ES ARE ALLOWED DURING WET WEATHER. STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING SITE. CONTRACTOR SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND PRIOR TO CONSTRUCTION. TEMPORARY EROSION CONTROL MEASURES 4" SEWER LINE (PVT) -S -S- 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT REMOVE EXIS77NG VEGETA7ION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED To FLOW TO BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY • THEY HELP DECREASE EROSION. OR AS APPROVED BY DISTRICT ENGINEER. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 11. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY LWD PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING INSPECTOR PRIOR TO PAVING. ACTIVITIES ARE COMPLETE. 12. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT To WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. EXCEED ONE 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 QN -SITE CONSTRUC77ON 07ER/AL S70PAC£ THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED To THE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF ENGINEER PRIOR TO START OF CONSTRUCTION. THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWA7ER FROM STOCKPILES KEPT OWNERS CERTIFICATE ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER / (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT OF THE SITE BARRIER AROUND THE PERIMETER AT ALL TIMES. SIGNATUR DATE.• OWNER SCOTT KARTS CONTRACTORS' EMPLOYEES WHO PERFORM CONS7RUCTION IN 7HE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE LIMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE SOILS ENGINEER'S CERTIFICATE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. ERIN E. 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 WASTE AfAAWGEa/ENT OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED AAA t; • ZO12 AND FOR AN UPDATE ON NIA . ONE COMPLETE COPY CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, l HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES INCORPORAT N THE GRADIN PLANS AND SPECIFICATIONS. SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. SIGNED: <' DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN -�7`� - -- OFESS/ 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 RCE NO.: 65122 �OQR E.! �� ��N EXP. DATE. 09 -30 -2013 A ANY TRASH MATERIAL. JOB 125031 -1 MANY CONS7RUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, EXP 3 96 0 213 a BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. ENGINEERING DESIGN GROUP NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF 2121 MONRE ROAD, SAN MARCOS, CA 92069 VTl OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL of HAZARDOUS MATERIAL, CALL THE CA`\EO�� ( ) 3 HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMA7ION ON LANDFILLS WORK TO BE DONE: IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. LEGEND IMPROVEMENTS STD. DWG. SYMBOL QUANTITY PROPERTY BOUNDARY - - - - - -- THEREFORE DOES NOT EXISTING CONTOURS - -- STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE PROPOSED CONTOURS 95 OF WORK 4" CLEAN OUT CO 7RASH CANS AND RECYCLING ROOF DOWN SPOUT DS RECEPTACLES AROUND THE SITE. EDGE OF PAVEMENT EP THE ENGINEERS TRADE OR FINISH FLOOR ELEVATION FF PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN FINISH SURFACE FS ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE FINISH GRADE FG EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE FLOW LINE FL EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING INVERT ELEVATION IE PLANTED AREA PA BY THE CITY OF ENCINITAS OF PAD ELEVATION PE d a" TOP OF GRATE TG W o BY:- �aoz �� Q��` DATE: �G' /z. PROPOSED SPOT ELEVATIONS 90F5 EXISTING SPOT ELEVATIONS 00 90F5 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT 2% z FLOW ARROWS EXIST. STRUCTURE TO BE DEMOLISHED 11383 -G 868 S.F. A.C. PAVEMENT GRIND & OVERLAY 350 S.F. VEGETATED SWALE - j 200 S.F. 4" SEWER LINE (PVT) -S -S- 100 L.F. 4" SEWER CLEAN OUT (PVT) 0 3 EA. ELECTRIC LINE (TO BE UNDERGROUND) E 50 L.F. EXISTING BLOCK RET. WALL - l >- AND To ORDER DUMPSTERS CALL ED CO AT (160) 436 -4151. THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR STATEMENT THEREFORE DOES NOT OF ENGINEER STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF OF WORK POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE 7RASH CANS AND RECYCLING THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY RECEPTACLES AROUND THE SITE. DATA WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY N17 PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING 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 ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER AND d a" LEGAL DESCRIPTION LOT 13, BLOCK 8 OF SOUTH COAST PARK NO. 2 ACCORDING TO MAP NO. 1859 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 21 1925. SITE ADDRESS 929 NEPTUNE AVENUE ENCINITAS, CA 92024 OWNER"/PERMITTEE MR SCOTT KAATS 6490 MARINDUSTRY PLACE SAN DIEGO, CA 92121 858 - 362 -8948 APN: 254 - 312 -05 DISTURBED AREA 0.15 ACRES DIGALERT ZONING R -11 COASTAL APPEAL OVERLAY LOT SIZE 6660.1 SQ. FT. (0.15 ACRES) u2 - • T� PROPOSED ROOF, PATIO & GARAGE AREA ...................3,060 S.F EXISTING ROOF AREA & HARDSCAPE TO BE REMOVED ............................868 S.F. TOTAL INCREASE TO IMPERVIOUS AREA ..................2,192 S.F. *EARTHWORK: CUT = 55 C.Y. FILL = 55 C.Y. EXPORT = 0 C.Y. REMEDIAL = 75 C.Y. MAX CUT = 4.5' (HEIGHT) MAX FILL = 2.5' (HEIGHT) *THE QUANTITIES OF CUT AND FILL SHOWN HEREON WERE CALCULATED USING REASONABLE ENGINEERING METHODS. THE QUANTITIES ARE FOR USE IN CALCULATING THE FEES AND BONDS REQUIRED BY THE PUBLIC AGENCY: THEY ARE NOT TO BE USED FOR JOB BIDDING PURPOSES. ACTUAL QUANTITIES MAY VARY DUE TO FACTORS SUCH AS SHRINKAGE OR SWELL, RETAINING WALL BACKCUT REQUIREMENTS AND THE RECOMMENDATIONS OF THE SITE SOILS REPORT. PLANS PREPARED BY: QRUrcaa /p ��O SPEAR 8z ASSOCIATES, INC. y o 909 Z 475 PRODUCTION STREET, SAN MARCOS, CA 92078 w No. 45381 PHONE (760) 736 -2040 FAX (760) 736 -4866 EXP. 9 -30 -14 CIV1v OUT OF THE WORK PERFORMED BY THE ENGINEER. OCCUPANCY: R -3 Q PARKING: (3) GARAGE + (2 +) DRIVEWAY SIGNATURE.- DATE: IsNi nt SEWER: YES U7 Cc D ABADA FIRE SPRINKLERS: YES O co �' SPEAR &ASSOCIATES, INC �oQROF CALL BEFORE YOU DIG 1ESS /pal � I 475 PRODUCTION STREET SAN MARCOS, CA 92078 hc� o Rqo9 1-800-227-2600 (760) O (760) 736 -2040 z RCE EXPIRES 09- 30 -2014 No. 45381 48 HOURS NOTICE �-- s�. clv1� �* REQUIRED ° LEUCADIA WASTEWATER DISTRICT SAN DIEGUITO WATER DISTRICT APPROVED APPROVED BY:1 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT TILT �i• •( �] S /3 Description: CITY OF ENCINITAS (ENC -1024) 2 115" BRASS DISC IN WALK Location: SE. QUADRANT OF INTERSECTION OF HORIZONTAL AS NOTED LEUCADIA BLVD. & ORPHEUS ST. IN SLY WALK 3' FROM FACE OF CURB VERTICAL AS NOTED Record From: R.O.S. 18416 Elev: 178.54 Datum: NAVD RR PUBLIC WORKS APPROVED q /S�L BY: DATE: !"T -�Z BY, DATE PLANS PREPARED UNDER SUPERVISION OF Q DATE : �/� R.C.E. NO.: 45381 DANNYjfADA EXP. 09/30/14 APPROVALS RECOMMENDED 50A APPROVED BY: /1/1' -� BY: , DATE: 9/ L DATE: Z G \E R THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT APPROVED STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED O O TRAVELED AWAY FROM CONSTRUCTION SITE THEREON THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS PROJECT DATA o OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY N17 LAND USE: SINGLE FAMILY RESIDENTIAL FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING CONSTRUCTION TYPE: VB *EARTHWORK: CUT = 55 C.Y. FILL = 55 C.Y. EXPORT = 0 C.Y. REMEDIAL = 75 C.Y. MAX CUT = 4.5' (HEIGHT) MAX FILL = 2.5' (HEIGHT) *THE QUANTITIES OF CUT AND FILL SHOWN HEREON WERE CALCULATED USING REASONABLE ENGINEERING METHODS. THE QUANTITIES ARE FOR USE IN CALCULATING THE FEES AND BONDS REQUIRED BY THE PUBLIC AGENCY: THEY ARE NOT TO BE USED FOR JOB BIDDING PURPOSES. ACTUAL QUANTITIES MAY VARY DUE TO FACTORS SUCH AS SHRINKAGE OR SWELL, RETAINING WALL BACKCUT REQUIREMENTS AND THE RECOMMENDATIONS OF THE SITE SOILS REPORT. PLANS PREPARED BY: QRUrcaa /p ��O SPEAR 8z ASSOCIATES, INC. y o 909 Z 475 PRODUCTION STREET, SAN MARCOS, CA 92078 w No. 45381 PHONE (760) 736 -2040 FAX (760) 736 -4866 EXP. 9 -30 -14 CIV1v OUT OF THE WORK PERFORMED BY THE ENGINEER. OCCUPANCY: R -3 Q PARKING: (3) GARAGE + (2 +) DRIVEWAY SIGNATURE.- DATE: IsNi nt SEWER: YES U7 Cc D ABADA FIRE SPRINKLERS: YES O co �' SPEAR &ASSOCIATES, INC �oQROF CALL BEFORE YOU DIG 1ESS /pal � I 475 PRODUCTION STREET SAN MARCOS, CA 92078 hc� o Rqo9 1-800-227-2600 (760) O (760) 736 -2040 z RCE EXPIRES 09- 30 -2014 No. 45381 48 HOURS NOTICE �-- s�. clv1� �* REQUIRED ° LEUCADIA WASTEWATER DISTRICT SAN DIEGUITO WATER DISTRICT APPROVED APPROVED BY:1 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT TILT �i• •( �] S /3 Description: CITY OF ENCINITAS (ENC -1024) 2 115" BRASS DISC IN WALK Location: SE. QUADRANT OF INTERSECTION OF HORIZONTAL AS NOTED LEUCADIA BLVD. & ORPHEUS ST. IN SLY WALK 3' FROM FACE OF CURB VERTICAL AS NOTED Record From: R.O.S. 18416 Elev: 178.54 Datum: NAVD RR PUBLIC WORKS APPROVED q /S�L BY: DATE: !"T -�Z BY, DATE PLANS PREPARED UNDER SUPERVISION OF Q DATE : �/� R.C.E. NO.: 45381 DANNYjfADA EXP. 09/30/14 APPROVALS RECOMMENDED 50A APPROVED BY: /1/1' -� BY: , DATE: 9/ L DATE: Z G \E R PARKS & RECREATION BMP PROJECT STATUS �� APPROVED STANDARD O O O DATE: iU-4 Cn CD o BY: � I PLANNING AND BUILDING ENCINITAS FIRE DEPARTMENT APPROVED: APPROVED d a" W o BY:- �aoz �� Q��` DATE: �G' /z. BY: MV4 DATE: Ii- w CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. z GRADING AND EROSION CONTROL PLAN FOR: 929 NEPTUNE AVENUE 11383 -G z L ° CASE NO. 12-033 CDP 0 z Q SHEET 1 OF 3 Iz 00 fTl Z 5 +) JV EX SWR LA w a' Z w Z (977)) FT 70 j (97 00) JOIN FI ISTING FS FS (9FS 0) 2 97x10 TH -� ij I 2.00' TE (9700)1 1 ` -q- 9 .7� �.• Fs IS 94.9, (97 0) W 1 DS FS ok < 411 I ❑` 5� I 4 i (9783)` FS a 7 70 o.; lE 2. w 4 9 I� _ \,, I DS Zol N lip (7 715) �� 1: S �Ii c PC o0 !, (97 70) n '�f Fs (' t 2 � g co 8 TG 4.0� -��_� 93A /£- 97.50 1 S7EM 1YQ L 91i.Ab f 1 96.90 Q .11 i 112.00'T 5.00' I 3 I I W ALL 97 0 1 4 9500 f WM a 7. + - r PA FS S7E I 5. 2000 `. 2 21 5 0s - (96,72) ` ❑ i FS� PA (97.01 FL �.. x -x -x x 11 x x x x x x-- x x x- JOIN [�ISTING ��720)TC - (97. YO) (93.70)FS FS FS I, (97.10- FS n v I PROPOSED 4" DIA. 1.50 t PLANTER DRAIN MEET EA TIO 94.90 -93.9 -' / 'PROPOSED STEM WALL FS BUILDING PERMIT A - HEADER OR EDGE RESTRAINT PER LANDSCAPE ARCHITECT `PERVIOUS PATH PER LANDSCAPE ARCHITECT I V� 2.0' AV\ A� LEV PLAN E OVERLAY TRANSITION PROPOSED 6" D14� � wwA> 2.OWEST OF OW LINE 2 09 2 09' PVC STORM DRAIN �i/��// H-- -' `- ,,,., SECTION A -A w EX. A.C. SURFACE i 2" DEPTH GRIND AND OVERLAY I SOUTH SIDE CONDITION PLANTER DETAIL Q PAVEMENT SECTION No SCALE F NEPTUNE LOOKING NORTH 1.0011 MEET £X. GRADE ®P /L NO S R HEADER OR EDGE RESTRAINT PER EXlSI7NG WALL MANUFACTURES RECOMMENDATIONS H PROPOSED 4" DIA. CLEANOUT ` \ \ BELGUARD, BERGERAC j� STONE TYPE, PERVIOUS 0 5 2.5 0 5 10 20 PAVERS 1 " LEVELING SAND �j /VAS 2" MIN. THICK, 318" GRAVEL i / /` /j i'ij• SCALE. 7 = 5' 4" MIN. THICK 314" CRUSHED ROCK \/ \ \ \PROPOSED 6" DIA. PLANS PREPARED BY: QROFESS /0,� F PVC STORM DRAIN �O l MOISTURE CONDITION & COMPACT a SPEAR 8i ASSOCIATES, INC. ,4�e oYr, �qo, Fym 0 959 TOP 12" of NATIVE A 475 PRODUCTION STREET, SAN MARCOS, CA 92078 z SECTION 13-13 No. 45381 PHONE (760) 736 -2040 FAX (760) r 736 -4866 La! gyp. 9-30-14 NORTH SIDE CONDITION PAVERS PER MANUFACTURES SPECIFICATIONS CAI\F NO SCALE a N REVISIONS APPROVED DATE REFE CES DATE BENCH MARK SCALE Description: CITY OF ENCINITAS (fNC -1024) 2 115" BRASS DISC IN WALK Location: SE. QUADRANT OF INTERSECTION OF HORIZONTAL AS NOTED W" LEUCAD14 BLVD. & ORPHEUS ST. IN SLY WALK 3' fROM FACE OF CURB o Record From: VERTICAL AS NOTED oa Elev. 178.54 Datum:18NA D 88 FF FF 0 EX RESIDENCE PORCH FS PROPOSED RESIDENCE F.F. =9500 P.E. =94.00 STEM WALL VG PERMIT FS FS' S73.25'30"W 133.51' EX RESIDENCE j " ' XXXX /; x' BOULDER TYPE RETAINING WALL (30' MAX) w POSITION BOULDERS TO ALLOW PIPE TO DAYLIGHT THROUGH 0 FLOWLINE ELEVEVATION EX PORCH -PROPOSED STEM WALL PER BUILDING PERMIT GARAGE F.F. =9200 P.E. =91.00 GARAGE LANDING F.F. =92.00 P.E. =91.00 ti U 0 EX WOOD FENCE (94.00 TW \ I w (93.50)FS ( 1.6) (91.85) 89 00 9. TW "' 90.70 TW S 12 91.75 RIM FS 9 35 FC / 70 fS (9020)FS 90.65 If s:« r... z : _a MM TW r, (84.34) 5.20)FS 1 FS s 86.50 RIM IE (84 2, FS I T ° SPA * *+ g`l � 86.85 FS 86.50 � i x + 0 19 19 6 +x + N PA 1 \ 86. b ` o x GARAGE F.F. =92.00 P.E. -91.00 18.80 FS VEGETATED SWALE WITH UNDERDRAIN v o0 I Io c0 oao j 86..9b +. 86.60 / r ' \ BFLJJ' f x� * �y ( 3.86 86:65 x * ! FS FS i .50 FL o ? 7 0 + LO E2 05 x + * 1 ..FL �•► \ * � C 7 86.50 7G *xPA �_ C - 8 15 /EL � � z °O 0 +T so t * 1 L I x + x o E2 EX. TREE I` PA + ** + +* 1 ' + SOCO 86.30 RI + * (86.70)TW ` PA TRUCTI N NOTES W 0 W I COBBLE STONE Q7 A.C. GRIND AND OVERLAY & OUTLET FOR USE IN WELL DRAINED SANDY SOIL O2 PERVIOUS PAVERS \ \/\ 6 PVC O3 PLANTING AREA (PER LANDSCAPE ARCHITECTS PLAN) c0 " SWALE SHALL B£ PLANTED WITH J. PIPE OUTLET DETAIL ADEQUATE GROUNDCOVER OR TURF. ® SITE STONE FLAT WORK (PER LANDSCAPE ARCHITECT'S PLAN) O TOP OF GRATE ELEV. PLAN (0.70' ABOVE ) 4" SOLID WALL STORM DRAIN 3/4" GRAVEL WRAPP& IN FILTER FABRIC NORTH & SOUTH OUTLET NO SCALE PLANTS THAT ARE NOT PRONE TO 30 MIN. BLOCKING THE DRAINAGE FLOW MAY TURF REINFORCEMENT MAT DOWN SPOUT /ROOF GRAIN ALSO BE PLANTED ON SIDE SLOPES. * *SEE NOTE BELOW © VEGETATED SWALE (SEE DETAIL HEREON) BMP NOT TO BE ALTERED W /OUT CITY PERMIT VI �� I 7 12 °x12" HDPE CATCH BASIN & GRATE BY NDS" OR APPROVED EQUAL WATERPRRETAINING ONG ERWGE0IECHNICAL IN PLACE) /% �� V�� L� CAI i p a v v viv� p CONSULTANT'S RECOMMENDATIONS , \ / \i / \\ III = 1111111-111 111111 I I III -III \ \\ 8 4° DIA HOPE YARD DRAIN &ATRIUM GRATE BY NDS" OR APPROVED EQUAL � = 6" PVC DRAIN PIPE 0 1.009' MIN. p c� g m R SEE ARCH. PLANS FOR CONST DETAILS OF �A /�y /AVM \��j jAA VA /AA��� 6° MIN. ENGINEERED SOIL 10 4" PVC DRAIN PIPE 0 0.50% MIN. d 0 0 PROPOSED FENCING. THE COMBINED HEIGHT 18" MIN. / \\ \ \/\ /\\ \ \ /`/ * �" I CS o� 0.50't OF THE MASONRY WALL &FENCE SHALL � � / /�/ j/� ` " SEE NOTE BELOW 1 t 2" PVC DRAIN PIPE 0 0.50% MIN. cD 86.70 TW /AA /� 2 MIN. 3/8° GRAVEL NOT EXCEED 6.0' IN HEIGHT. � \\ \\ \ \�`` 12 4" STORM DRAIN CLEAN OUT AND CAP 16" MIN. 314" CRUSHED ROCK N COREORILL 2" DIA. PVC WEEP HOLES 0 4.0' 0. C. 24 MIN. 13 LINE OF ROOF OVERHANG o i DAYLIGHT AT FINISHED SURFACE EAST SIDE OF WALL cfl *"ENGINEERED SOIL" LAYER SHALL' BE MINIMUM 6" DEEP SANDY LOAM" SOIL MIX WITH NO MORE 14 PROTECT IN PLACE 84.4tfS THAN 59 CLAY CONTENT THE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD Q FRONT YARD FENCE (SEE ARCH S PLANS) E� MULCH, AND 20 -309 TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. 16 TO BE DEMOLISHED _ EXIST. SDWK 1t'� OVERHEAD ELECTRIC FEED (TO BE UNDERGROUND) O O PROTECT IN * *NORTH AMERICAN GREEN C350 TURF REINFORCEMENT MAT OR APPROVED EQUIVALENT SHALL BE o :, !/ PLACE LAID AND ANCHORED PER MANUFACTURERS SPECIFICATIONS FOR SWAL£S WITH A LONGITUDINAL SLOPE 18 PLANTER AREA (PER SECITONS HEREON &LANDSCAPE ARCHITECTS PLAN) E / \ / / \'\ OF GREATER THAN 59 AND OR IF THE VELOCITY OF WATER IN THE SWALE EXCEEDS 8 FT /SEC. 19 BOULDER TYPE RETAINING WALL 30' MAX (PER LANDSCAPE ARCHITECT'S PLAN) <�AwA;� 3/4 ° CRUSHED / � ROCK OR GRAVEL * , + * 20 PROPOSED OUTDOOR SHOWER, DRAIN TO CONNECT TO SANITARY SEWER. THE PROPOSED \ \ \� NOTE.• .ND FILTER FABRIC IS TO BE USED IN THIS SECTION _ + \'\ EXIST FOOTING +�+ OUTDOOR SHOWER SHALL BE COVERED WITH A ROOF AND BERMED SO THAT O STORMWATER RUNOFF DOES NOT ENTER THE SANITARY SEWER SYSTEM WHATSOEVER. a SECTION C -C SECTION D -L) SYMBOL ON PLAN 21 4" SEWER CLEAN OUT PER LWD S -25. � WALL & SUBDRAIN NO SCALE 22 DISTRICT TO INSTALL 1 /NCH COPPER WATER SERVICE AND DUAL METER W i J NO SCALE SUP NOT TO ALTERED W /OUT CITY PERMIT" AT OWNER'S EXPENSE." a L- SPECIAL DISTRICT �RZ 1RZ DA APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. z PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: >g���►Z . .: DATE : 6Y: BY: co . 929 NEPTUNE AVENUE 11383 -G 45381 R.C.E. NO.: DATE: ��� g 7 iZ w W DANNY DA 09/30/14 DATE: • Z[7�2 z D z EXP. R.C.E. R.C.E. CASE NO. 12 -033 CDP SHEET 2 OF 3 z Q 2 L2 a N x H 0 N N w M 0 M �v PLANS PREPARED BY: �Q�vY A _ SPEAR Sir ASSOCIATES, INC. y ° ti 475 PRODUCTION STREET, SAN MARCOS, CA 92078 r EXP. 94308114 PHONE (760) 736 -2040 FAX (760) 736 -4866 {z LP olVo- �� FOF cAE BEST LANDSCAPE PRACTICES I. THE IRRIGATION SYSTEM IS DESIGNED TO PREVENT RUNOFF, OVERSPRAY, LOW -HEAD DRAINAGE, & OTHER SIMILAR CONDITIONS WHERE IRRIGATION WATER FLOWS OR SPRAYS ONTO AREAS NOT INTENDED FOR IRRIGATION. 2. rHE IRRIGATION IN TRANSITIONAL AREAS SHALL BE DESIGN SO THAT NO OV£RSPARAY OR RUNOFF SHALL ENTER AN ADJACENT AREA THAT IS NOT IRRIGATED. J. ALL WIRING AND PIPING UNDER A PAVED AREA THAT A VEHICLE MAY USE WILL BE INSTALLED INSIDE A PVC CONDUIT 4. IRRIGATION PIPING & DEVICES THAT DELIVER WATER, SUCH AS SPRINKLER HEADS, ARE INSTALLED BELOW GRADE WITHIN 24 INCHES OF A VEHICLE OR PEDESTRIAN USE AREA. 5. A MANUAL SHUTOFF VALVE IS PROVIDED AS CLOSE AS POSSIBLE TO THE WATER SUPPLY. f 6. MANUAL SHUTOFF VALVES SHALL BE INSTALLED BETWEEN EACH ZONE OF THE IRRIGATION SYSTEM AND WATER SUPPLY. REVISIONS APPROVED DATE REFS ES DATE BENCH MARK ttT •� Q 3 -tj Description: CITY OF ENCINITAS (ENC -1024) 2 115 BRASS DISC IN WALK Location: SE. OUADRANT OF INTERSECTION OF LEUCADIA BLVD. & ORPHEUS ST. IN SLY WALK 3' FROM FACE OF CURB Record From: R.O.S. 18416 Elev: 178.54 Datum: NAVD 88 SCALE HORIZONTAL AS NOTED VERTICAL AS NOTED BEST LANDSCAPE PRACTICES (CONTINUED) 7 IRRIGATION FOR ANY LANDSCAPE AREA WILL BE REGULATED BY AN AUTOMATIC IRRIGATION SYSTEM & WATER SUPPLY. 8. THE IRRIGATION SYSTEM IS DESIGNED WITH LANDSCAPE IRRIGATION EFFICIENCY NECESSARY TO MEET THE MAWA FOR THE PLAN. 9. RECYCLED WATER IS UTILIZED WHEREVER AVAILABLE. 10. A DUAL DISTRIBUTION SYSTEM UTILIZING PURPLE PIPES FOR RECYCLED WATER IS PROVIDED FOR PROJECTS UTILIZING RECYCLED WATER. _ XYTITT LA = 1.000 SQ. FT. SLA = 0 SQ. FT. (42.9)(0.62)(0.7 x 1,000 SQ. FT.)(0.3 x 0) = 18,618 GAL. PER YEAR SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF DATE : $/ h-7w R.C.E. NO.: 45381 Dr ABADA EXP. 09/30/14 STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP _/IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. 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 ' 29 CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. APPROVALS RECOMMENDED APPROVED BY: 416 BY: V DATE: ! l S/ (2 DATE: R.C.E. R.C.E. 5 25 0 5 10 20 ` 1 �r � 1 I I � SCALE: 1" = 5' TEMPORARY CONSTRUCTION BMP LEGEND CASQA STABILIZED CONSTRUCTION ENTRANCE rc -1 CASQA VEHICLE STORAGE AND EQUIPMENT NS -1 MAINTENANCE CASQA STREET /PAVEMENT SWEEPING AND SC -7 VACUUMING WHEN TRACKING IS PRESENT CASQA MATERIAL DELIVERY AND STORAGE AREA WM -1 SOLID WASTE MANAGEMENT (TRASH DUMPSTER) CASQA CONCRETE WASHOUT WASTE WM -8 MANAGEMENT CASQA SANITARY/ SEPTIC WASTE MANAGEMENT WM -9 (PORTABLE TOILET) GRAVEL BAGS PER CASQA SE -6 DRAINAGE DIRECTION OF FLOW, DISTURBED AREA DRAINAGE AREA BOUNDARY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT EROSION CONTROL PLAN FOR: 929 NEPTUNE AVENUE CASE NO. 12-033 CDP DRAWING NO 11383 -G SHEET 3 OF 3 cc L_ O G\2 M U zn � O o U CC) � 1 � o 020 E-� r0r^ 0 V1 ~+O � U o C O o � a � � o W U2 �+ w Q Z V) fj�Cn Cn o L'j w LLJ zo_z CD O L Qj 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND PUBLIC TRAVELLED ALONG THE LINE OF POSTS. ROADWAY 11� 0' MAX. 50'MIN. �I GRAVEL BAGS OVERLAP ONTO CURB P PIIIpYl1 tl1,Itl4, :V nN � 1 PROFILE / -�4 EXISTING PUBLROADWAYLLED r` IN (10 CM) GROUND 2. ATTACH THE FILTER FABRIC TO 3. BACKFILL AND COMPACT THE THE FENCE AND EXTEND IT EXCAVATED SOIL. 20' RAD. INTO THE TRENCH. oo 0 to 3 FT (0.9 M) MIN. 14'MIN. F89 °� RUNOFF FILTER ( FABRIC p PLAN 20' RAD ((((I (II��) PROVIDE APPROPRIATE TRANSITION GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS =i BETWEEN STABILIZED CONSTRUCTION ACTS AS SPILLWAY WITH ENDS OVERLAPPED -' ENTRANCE AND PUBLIC TRAVELLED i ROADWAY FT GRAVEL BAGS SILT FENCE STABILIZED CONSTRUCTION ENTRANCE NO SCALE NO SCALE NO SCALE PER SC -6 OF THE CAL TRANS BMP HANDBOOK PER SC -1 OF THE CAL TRANS BMP HANDBOOK PER TC -1 OF THE CAL TRANS BMP HANDBOOK �v PLANS PREPARED BY: �Q�vY A _ SPEAR Sir ASSOCIATES, INC. y ° ti 475 PRODUCTION STREET, SAN MARCOS, CA 92078 r EXP. 94308114 PHONE (760) 736 -2040 FAX (760) 736 -4866 {z LP olVo- �� FOF cAE BEST LANDSCAPE PRACTICES I. THE IRRIGATION SYSTEM IS DESIGNED TO PREVENT RUNOFF, OVERSPRAY, LOW -HEAD DRAINAGE, & OTHER SIMILAR CONDITIONS WHERE IRRIGATION WATER FLOWS OR SPRAYS ONTO AREAS NOT INTENDED FOR IRRIGATION. 2. rHE IRRIGATION IN TRANSITIONAL AREAS SHALL BE DESIGN SO THAT NO OV£RSPARAY OR RUNOFF SHALL ENTER AN ADJACENT AREA THAT IS NOT IRRIGATED. J. ALL WIRING AND PIPING UNDER A PAVED AREA THAT A VEHICLE MAY USE WILL BE INSTALLED INSIDE A PVC CONDUIT 4. IRRIGATION PIPING & DEVICES THAT DELIVER WATER, SUCH AS SPRINKLER HEADS, ARE INSTALLED BELOW GRADE WITHIN 24 INCHES OF A VEHICLE OR PEDESTRIAN USE AREA. 5. A MANUAL SHUTOFF VALVE IS PROVIDED AS CLOSE AS POSSIBLE TO THE WATER SUPPLY. f 6. MANUAL SHUTOFF VALVES SHALL BE INSTALLED BETWEEN EACH ZONE OF THE IRRIGATION SYSTEM AND WATER SUPPLY. REVISIONS APPROVED DATE REFS ES DATE BENCH MARK ttT •� Q 3 -tj Description: CITY OF ENCINITAS (ENC -1024) 2 115 BRASS DISC IN WALK Location: SE. OUADRANT OF INTERSECTION OF LEUCADIA BLVD. & ORPHEUS ST. IN SLY WALK 3' FROM FACE OF CURB Record From: R.O.S. 18416 Elev: 178.54 Datum: NAVD 88 SCALE HORIZONTAL AS NOTED VERTICAL AS NOTED BEST LANDSCAPE PRACTICES (CONTINUED) 7 IRRIGATION FOR ANY LANDSCAPE AREA WILL BE REGULATED BY AN AUTOMATIC IRRIGATION SYSTEM & WATER SUPPLY. 8. THE IRRIGATION SYSTEM IS DESIGNED WITH LANDSCAPE IRRIGATION EFFICIENCY NECESSARY TO MEET THE MAWA FOR THE PLAN. 9. RECYCLED WATER IS UTILIZED WHEREVER AVAILABLE. 10. A DUAL DISTRIBUTION SYSTEM UTILIZING PURPLE PIPES FOR RECYCLED WATER IS PROVIDED FOR PROJECTS UTILIZING RECYCLED WATER. _ XYTITT LA = 1.000 SQ. FT. SLA = 0 SQ. FT. (42.9)(0.62)(0.7 x 1,000 SQ. FT.)(0.3 x 0) = 18,618 GAL. PER YEAR SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF DATE : $/ h-7w R.C.E. NO.: 45381 Dr ABADA EXP. 09/30/14 STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP _/IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. 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 ' 29 CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. APPROVALS RECOMMENDED APPROVED BY: 416 BY: V DATE: ! l S/ (2 DATE: R.C.E. R.C.E. 5 25 0 5 10 20 ` 1 �r � 1 I I � SCALE: 1" = 5' TEMPORARY CONSTRUCTION BMP LEGEND CASQA STABILIZED CONSTRUCTION ENTRANCE rc -1 CASQA VEHICLE STORAGE AND EQUIPMENT NS -1 MAINTENANCE CASQA STREET /PAVEMENT SWEEPING AND SC -7 VACUUMING WHEN TRACKING IS PRESENT CASQA MATERIAL DELIVERY AND STORAGE AREA WM -1 SOLID WASTE MANAGEMENT (TRASH DUMPSTER) CASQA CONCRETE WASHOUT WASTE WM -8 MANAGEMENT CASQA SANITARY/ SEPTIC WASTE MANAGEMENT WM -9 (PORTABLE TOILET) GRAVEL BAGS PER CASQA SE -6 DRAINAGE DIRECTION OF FLOW, DISTURBED AREA DRAINAGE AREA BOUNDARY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT EROSION CONTROL PLAN FOR: 929 NEPTUNE AVENUE CASE NO. 12-033 CDP DRAWING NO 11383 -G SHEET 3 OF 3 cc L_ O G\2 M U zn � O o U CC) � 1 � o 020 E-� r0r^ 0 V1 ~+O � U o C O o � a � � o W U2 �+ w Q Z V) fj�Cn Cn o L'j w LLJ zo_z CD O L Qj