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2012-11158 G (Plans)0 Q) RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CON57RUCI70N PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT AN 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 MIN. OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS S17E SHALL BE INSTALLED UNDERGROUND. Tk 7 hI R:. 1. ALL WORK SHALL BE DONE IN ACCORDANCE W IH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONS7RUC710N STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS IHEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2, THE SOILS REPORT 777LED "LIMITED GE07ECHNICAL INVESTIGATION, PROPOSED SINGLE- FAMILY RESIDENCE, 455 HILLCREST DRIVE, ENCINITAS CA 92024m, BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC., DATED DECEMBER 12, 2011, PROJECT No. 11- 1147A2, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WI7H THE RECOMMENDATIONS AND SPECIFICA71ONS CONTAINED IN SAID REPORT. J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMI7S FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSIIE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO COND177ON EXISTING PRIOR TO GRADING. 6: THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK 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. & GRADING AND EQUIPMENT OPERATING WINN 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 UN17L A PREGRADING MEETING HAS BEEN HELD ONS17E WI7H THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMIT7EE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSIRUC77ON MATERIALS TO ANY PROPOSED CONSTRUCTION S17E WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY NTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NIH 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 AND AS GRADED CER77FICA77ON SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11158 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH 7HE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DA7E 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 IHAT 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 WATERR, HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE S17E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WIIH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH 7HE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WIIH SPECIFICATIONS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SM007H SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SMALL 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 EXCAVA77ON OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF 7HE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDIMNCE. 16. ALL TREES, BRUSH, GRASS, AND 07HER OBJEC710MBLE AIATER14L SHALL BE COLLECTED, PILED OR 07HERWISE DISPOSED OF OFF THE SITE BY THE CON71I SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOC47ION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH 947ER14L B. NOTIF/G 7M 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND S7RUCIURES 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 7HESE PLANS, HOWEVER. • THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UITLMES OR STRUCTURES LOCATED AT 714E WORK SITE. IT 1S THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOC47ION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK.- A. SEWERS - LEUC4014 WASTEWATER DISTRICT.- (760) 753 -0155 B. GAS & ELECTRIC - SDGE.• (760) 438 -6200 C. WATER - SAN DIEGU170 WATER DISTRICT. (800) 227 -2600 D. TELEPHONE - SBC BELL: (760) 489 -3411 E. CABLE TV - COX COMMUNICATIONS.- (760) 806 -9809 X -2233 1. CONTRACTOR SHALL N077FY THE C17Y 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. D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3) I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT WESTERN PACIFIC HOMES, TOM SANFORD AT 760 - 685 -1936, 24 HOURS. 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 DEVICES 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 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 WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 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 PR07ECIIVE 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. SAN DIEGUITO WATER DISTRICT NOTE 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A 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. 2 ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT J. 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 SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. 4. U71LI71ES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 6. ALL WATER SERVICE TO BE CONS7RUC7ED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. 7 CAUFORNM STATE LAW ASSEMBLY BILL AB -1953 1S REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION AND REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS, 8. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SIIE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SOUL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. 9 • 61#1 LEUCADIA WASTEWATER DISTRICT CONSMUMON WNCLO A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER 947RIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION S17E CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND 7FMP0R4RY 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 VECEFA71ON MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED U47ERIALS 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 R4/N. 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 FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE, TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSTERS 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 STORM DRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. 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. SEWER SERVICE LATERAL INSTALLATION COMPLIANCE NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR IHE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2 ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO 7HE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK AND THE REGIONAL STANDARD DRAWINGS MOST CURRENT EDITIONS. IN IHE EVENT OF CONFLICT 7HE LWD SEWER STANDARDS GOVERN. J. 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 N07ES 2 & 3 ON 7HE JOBSI7E AT ALL TIMES. 5. 7HE CONTRACTOR SHALL GUARANIES ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF.FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK 7HAT MAY PROVE DEFEC77VE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WI7HOUT EXPENSE WHATSOEVER TO LWD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS N077CE TO LWY9 PRIOR TO CONSTRUCTION. 7 APPROVAL OF THIS PLAN BY LWO DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF IHE LOCA77ON OF, OR 7HE EXISTENCE OR NON- EXIS7FNCE OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE W7HIN THE LIMITS OF THIS PROJECT. & ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWYD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. PLANNING & BUILDING I PARKS & RECREATION 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF 714E LIYD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LA7ERALS SHALL BE LOCATED AT RIGHT ANGLES TO IHE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 11. A 2 -INCH HIGH 'S' SHALL BE INSCRIBED DN THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EX7END UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING 714E TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UN17L CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR 7EST SHALL BE DONE AFTER CONSIRUC17ON OF ALL OTHER UTILITIES AND UTILITY LATERALS. 14. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LOD INSPECTOR PRIOR TO PAVNG. 15. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXIS71NC SEWER. 16. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN 7HE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNS7REAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT W IH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 17. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING 7HE SAME MATERIAL REQUIREMENTS AND OUTSIDE DIMENSION AS 7HE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKE7ED W7H NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, 7HEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN 714E TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 18. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED EQUAL, STRAIGHT OR 7RANS17ION COUPLING SHALL BE USED WNH A GASKET RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. 7HE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 19. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR 71ME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT 7HE DEVELOPERS EXPENSE AND APPROVED BY 7HE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. 7HE 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 PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN I7S CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACIS, 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. �p QROF ESS IONge ?l Q 'i R. 888 BY.• DATE.• Z (� �q, Q�p 9p� y�, RANDY BROWN e 2 w No. 36190 r SOWARDS AND BROWN ENGINEERING, INC. * Exp. 6/30/12 2187 NEWCASTLE AVENUE, STE 103 CARDIFF BY THE SEA, CA 92007 TELEPHONE NO. (760) 436 -8500 �TF OF CA��F�Q�\P RCE NO.: 36190 EXP. DATE. • 6 -30 -12 SOILS ENGINEDi'S CERTIFICATE 1, MAMADOU SALIOU DIALLO, 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 IN MARCH 2011. 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. RCE NO.: 54071 ' EXP. DATE. 12131/13 JOB f 11- 1147A2 IIL-It EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE 71" SANTEE, CA 92071F��Vy 619 - 258 -7901 HERS_ STEVE AND CHERYL MERGEN7HALER 1720 GASCONY ROAD ENCINITAS, CA 92024 SIZE ADDRESS: 455 HILLCREST DRIVE LEUCADIA, CA 92024 LEGAL DESIPRON, A PORTION OF LOTS 36 AND 37 OF AVOCADO ACRES No. 3, IN IHE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF No 2063, FILED IN 7HE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 3, 1927 OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE SIGNATURE: ✓ � DATE.• 3 /1g11 Z_ STEVE MERGENfMLER SIGNATURE j 114TE• 3 -1 CHERYLOMERGENT44ER PROPERTY BOUNDARY ADJACENT BOUNDARIES EXISTING CONTOUR PROPOSED CONTOUR EXISTING ELEVATION PROPOSED ELEVATION BUILDING F007PRINT BASEMENT F007PRINT CONCRETE HARDSCAPE UNI ECO -STONE OR EQUIVALENT BIO SWALE BMP REGION EXISTING RETAINING WALL PROPOSED RETAINING WALL MODIFIED DEEPENED CURB LIMITS OF AC CONCRETE DRIVEWAY DAYLIGHT LINE SAWCUT LINE LANDSCAPE SWALE DIRECTION OF FLOW 6" PVC STORM DRAIN PIPE (DETAIL F, SHT 2) (PER PLAN) (DETAIL E, SHT 2) (SDRSD G- 14A) R/W - 115• --"- „_ 116 X 115.5 4' ROUND DRAIN INLET (BY NDS) 12" SQ DRAIN INLET (BY NOS) _ -�- 4" ATRIUM DRAIN INLET (BY NDS) _ -- Nil 111 0 ■■ ■a 101 IN 11 ■0�■ mm ■ ■■ 2) MAXIMUM VERTICAL DEPTH OF CUT = 11 FT NON 4' ROUND DRAIN INLET (BY NDS) 12" SQ DRAIN INLET (BY NOS) _ -�- 4" ATRIUM DRAIN INLET (BY NDS) _ -- (INSTALL i" ABOVE GRADE) ENVIRONMENTAL DATA 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 14.3% 2) MAXIMUM VERTICAL DEPTH OF CUT = 11 FT 3) MAXIMUM VERTICAL DEPTH OF FILL = 2 FT 4) AVERAGE DEPTH OF CUT = 1,660 CY / 16,636 SF x 27 = 27 FT 5) AVERAGE DEPTH OF FILL = 60 CY / 1,508 SF x 27 = 1.1 FT EARTHWORK NOTE IMPERVIOUS AREA CUT. 2,010 CY IMPERVIOUS AREA PRIOR TO CONSTRUCTION 0 SF FILL: 40 CY IMPERVIOUS AREA AFTER CONSTRUCTION. 6,890 SF EXPORT. • 1,970 CY INCREASE IN IMPERVIOUS AREA: 6,890 SF NEW IMPERVIOUS SURFACE FROM DRIVEWAY • 0 SF SAN DIEGUITO WATER DIST. I ENCINITAS FIRE PROTECTION DIST. PRal BMP STATUS STANDARD PERMITS z ENCINITAS gl`ro DR /COP PERMIT NO. i/-yJL C49 By, i SPECIAL USE PERMIT NO. N/A VICINITY MAP fjQNaY bRowA! DATE !r� ���` TENTA77VE MAP NO. N/A N.T.S. RCE :iG/ O Y L.ko �i57` /' Kb'%ACQY DATE.• BY. DA 7E. ABY.4 DA 7E. SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE.• REVISIONS APPROVED DATE REFERENCES DAIE BENCH MARK SCALE PUBLIC WnRKS JER JER RRB APPROVALS CITY OF ENc*1r41TAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION. BENCHMARK 11001 PLANS PREPARED UNDER SUPERVISION OF REVIEWED: A&m1 GRADING & EROSION CONTROL PLAN FOR: I su1cT , LOCATION: 25' CADT DISC IN DRAINAGE INLET IN NE MERGENTHALER RESIDENCE 455 HILLCREST DRIVE 11158 -G QUADRANT OF LA COSTA AVENUE & HWY 5 HORIZONTAL N/A \ � DATE 3 � BY. / ✓ " / ✓ � � BY. MA MAHER C42519 ENCf A. WATT � ,� 3� ?l (� R.C.E. NO. 36190 PUBLIC WORKS DIRECTOR PORTION LOTS 36 & 37 MAP 2063 RECORD FROM ENCINITAS CITY BENCHMARK VERTICAL N/A p ELEVATION 4711 DATUM: NAND -88 BY. DATE R NDY R. BROWN EXP 6/30/12 DATE : 3�2�/ A 2 DAZE : �, Z / �Y A.P.N. : 216-082-07 PLANING CASE NO: 11 -112 CDP SHEET 1 OF 3 SOWARDS & BROWN ENGINEERING JOB NO. 11 -011 DAIS: 3112112 CONSULTING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA., 92007 TEL. 760/436-8500 FAX 760/436 -6603 FLOW LINE PER PLAN 0.50' 0.50' 4 0.75' C 0.75 0.92' j DETAIL E MODIRED DEEPENED G -1 CURB TYP NOTE REFER TO PERMANENT ENCROACHMENT AGREEMENT 11158 -PE REGARDING PRIVATE IMPROVEMENTS WITHIN THE RIGHT -OF -WAY, PER DOC. NO. &IL- 017 7GOL DATED A r_"/2. NTS 42" HANDRAIL MIN EXISTING GRADE WALL PER SDRSD C -1 k PLANTER 137.5 2' SITE WALL PERU/OUS PAVERS ✓ ✓✓ / eBNG -PAW SECTION D N.T.S 420 HANDRAIL EXISTING FENCE TO REMAIN EXISTING GRADE J/ , WALL PER SDRSD C -1 BMP BID SWALE \ / / / //\ r g PER 10410 PQVER PER DETAIL A SHT 3 19411- 135.79 SEC7I0N C N.T.S. cl ,a 5 / 5 s SPECIAL NOTES 3 2 W ` 1. BOTTOM OF WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO \ R SOIL ENGINEERS FlELD TESTS AND RECOMMENDATIONS. Acp "" 2 A SEPARATE ENCROACHMENT PERMIT IS REWIRED PRIOR TO START OF WORK FOR QP N SMH No. 03- -0580 El DRIVEWAY & IMPROVEMENTS WITHIN HILLCREST DRIVE PUBLIC R /W. O / �V � � g IEM123.286 1a 13647 ❑ Q J. ALL PROPOSED UTILITIES SERVING IRIS SITE ARE TO BE INSTALLED UNDERGROUND. ` 4. WATER SERVICE TO BE EXTENDED FROM NEW METER TO RESIDENCE WITH SCHEDULE 40 PVC X66 ❑ : ^ I_ HAVING 24° COVER (MIN.). DISTRICT TO INSTALL I- WATER SER14CE AND DUAL METER PER ❑ i �� R ,� R WAS WS -01 AND WC -17 AT OWNER'S IXPENSE 5 6 135.75 5. SEWER LATERAL TO BE EXTENDED FROM NEW CLEANOUT IN HILLCREST DRIVE TO NEW 18 1_] ❑ ❑] ❑ o $ 142 RESIDENCE WITH 4' DIA. PVC (SDR35 MIN.) 0 2% SLOPE WiIH MIN 36° COVER. ❑ ❑ ❑ TC 133.60 �� ��` �•�, 97,G 147,0 0 5 10 20 30 ,1 ,� a yL in bw 14p 6. THE GROUND ADJACENT TO BUILDINGS SHOULD SLOPE AWAY AT A MINIMUM GRADIENT OF 2% 29 C� v w ❑ L ^i] ? �' 0 FOR 5 FEET. �c� 4 kvj��35 11 7 WALL DRAINS SHALL BE CONNECTED TO PRIVATE STORM DRAIN SYSTEM SHOWN HEREON. . � � c, ` ❑ 133.5 ~ P�NSER ❑' Ai 0'Fp I p � `99 ` Vv t; �`° & UNLESS NOTED OTHERWISE, PRIVATE CATCH BASINS TO BE EITHER 4" DIA. ROUND GRATES �� \C� as ❑ _D'O� r ZA35 BY 'NDS' LOCATED IN PATIO AREAS OR 4' ATRIUM GRATES BY 'NDS' LOC41ED IN LANDSCAPE I 5$ L ❑ 1 V O O o AREAS. REFER TO LEGEND ON SHEET 1. � �R8 15 � ,295• /�, - `I� 6" DEEP BIO- RETENTION 9. ALL STORM DRAIN PIPE TO BE 6' MIN PRIVATE PVC (SDR 35) 0 1% MIN., UNLESS N07ED 130 ; 131. TG w . PjSC 1?A'aa ❑ 11 tG�139 g 1� B BASIN (175 SF) OTHERWISE. REFER TO PLAN FOR PIPE SIZES & SLOPES. E] \ 6G 3230 c, ti " JJ ^°' 10. RUNOFF FROM ROOFS AND HARDSCAPE SURFACES TO BE DIRECTED OVER OR THROUGH BMP o [ 5 is 1 T ❑ C'7i B �QS'�6/ / TREATMENT SWALE PRIOR TO OUTLET TO HILLCREST DRIVE. 3 �� 0� �~ 2 `-� � ❑ � ❑ G \�" �,. O❑ ,`y1�^� 11 '�10� � 11. ALL ONSITE DRAINAGE ASSOCIATED WITH THIS PROJECT INCLUDING BMP TREATMENT OF 19 u 130•$ ❑ BVC J ❑1e �p0' 3 RUNOFF OFF ROOFS AND OVER PRIVATE HARDSCAPE AREAS WILL BE PRIVATELY MAINTAINED. �Q 5 ❑ h .88 1�01pa ❑ a3 _ 7 1A0' 140 1 3 ����ti' � � KEY DATA TABLE 2a - J EVG ❑ ❑ a• �� ti , EXISTING RESIDENCE \, <iWM .r q2 �- 9 1 - Na UE11pV 132 G , 132.4 � L� 7 ❑ �� � 4 � 142.6 p�. 0 �� , p� .F1 .� a � __\ •. k�• � 10 6" FLUSH CURB OW I n i� 505 ❑, ❑ c� y ERG ��� h B 139.6 �� ' 2 5' TRANSITION TO FLUSH CURB, SAWCUT AT NEAREST JOINT FY 132 h 9a R 133 � >~%' 133.5 - ^�� 'S`O' 144 2 y� PR - � G 132.18❑ El ❑�� 11 BW 14 .5 4 3 EXISTING CURB TO REMAIN yy 0 144• CORM DRAIN 13 ❑ 1 7F )88, 14fi 144.,12 k� 4 PERVIOUS PAVER PARKING AREA 4 ° �I 1340 �kti m 3D 144.16 �k 5 PERVIOUS PAVER DRIVEWAY PER SDRSD G- 14A r % 10 �� p �/� , . ENTRY GATE 1460 I �s ❑: ❑ L l LJ ❑ " �o h rOW/A1,00r �W'14.0 6 EXISTING WATER MAIN - PROTECT IN PLACE 1 LI ❑ ❑ 1 13g6 yhO S ��6 �� g PERVIOUS PAVER DRIVEWAY TW 136.5 �, PERVIOUS PAVER PARKING - 2 SPACES Q1 FG 134.1 1E UT 1; ❑ ❑ FG 133 • n N PEiSI/10US �: a 1° 9 RETAINING WALL PER SDRSD C -1 Fl `34.14 ❑ �' !� J El /` ° PaU�R� 145 BW 2.8 ❑ BVC 55 13S °I 10 RETAINING WALL PER SDRSD C -3 BEGIN 9 134. ' 66 ' ❑ [ ❑ 58 ❑ ❑ 11 RETAINING WALL PER SDRSD C -4 ❑_ ❑ ❑ ❑ {i�?' 7 i�o� , 9 I 20 ALL WALLS WITH 15' OF FRONT PL - 4' MAX EXPOSED HEIGHT rul 135 �p`� ��hti J ° 12 WOOD FENCE ON RETAINING WALL - 6' MAX EXPOSED HEIGHT ❑ C 1 � � LIMITS GARAGE ` 6RE 135.2 1`. 2 J ❑ ❑ ❑ LIM S DECK ❑ 14 BLADED SWALE TW 138.2 A OVE �/ o GARAGE f6AAIME "AREA Z•8 BIN 133.9 � 8 �.P ' �. ❑ � 0 '` 15 REPLACE EXISTING LATERAL WITH 4" PVC TO THE SAASFACI)ON OF LND `���¢' � PAD 134.8 9 ' 136 1y .2 �y [ J�ti °3 9 137 �o, 1 DOWA/SPO!/� N CAGTIONIII EXISTING CHAIN LINK / h FENCE TO REMAIN ' 1I38 �( a° 4 CON7RACTOR TO SUBMIT CONNECTION DETAIL FOR LWD REVIEW 16 SEWER LATERAL POINT OF CONECRON, USE CONCRETE CLEANOUT COVER 17 TRENCH RESURFACING PER SDRSD G -33, TYPE C 18 EXISTING CONCRETE PAVEMENT TO REMAIN 19 EXIS77NG MAILBOX - PROTECT IN PLACE �' �° ° DE K BOVE F ROOF LIMITS ( .) 2 REMOVE EXISTING SHRUBBERY CONTRACTOR TO VERIFY EXACT LOCATIONS AND ELEVATIONS OF / ° 0 0 21 OUTDOOR FIREPLACE AND CANOPY PER BUILDING PLAN No. 12 -138 EXISTING UNDERGROUND UTILITIES PRIOR TO START OF o 6a � � °� 146.4 14 �( CONSTRUCTION. THE ENGINEER OF WORK SHALL BE NOTIFIED 139.6 5 • 4�."� X42 \ / ^ a 8 SPA PER BUILDING PLAN No. 12 -138 5 MIN. \� \C1 BIO- RETENTION BASIN BW i38. i ° o° a STAIRS - 22 RISERS AT 0.53' EACH OF ANY DISCREPANCIES WITH THIS PLAN. �,_ BRA TG 138.84 �7 �(/1011S Pa%R� a 142.9 G NO. \ ; jM'nI III ! \� /, / j\ I11 11I III III I I I I_I I I III III / \\ _III - III - III =III -1 III = III= III =III =1 j *SEE NOTE BELOW 24" MIN ENGINEERED SOIL r` 2 -3° COVER OVER PIPE -- - 3" OF 3/8" GRAVEL 4" PERFORATED PVC PIPE q6 PLACE PERFORATIONS AT THE INVERT 15°'' 12" MIN OF 314" CRUSHED ROCK 77E PERFORATED PIPE INTO 6" PVC INLET *ENGINEERED SOIL LAYER SHALL BE SANDY LOAM" SOIL MIX WITH NO MORE THAN 57. CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. SECAON B N.T.S. SEWER LATERAL DATA TABLE IE 134.54z �3 a `` \o STAIRS - 18 RISERS AT 0.57' EACH 2% 691 ` LIMITS MAIN LEVEL STAIRS - 3 RISERS AT 0.58' EACH FAIN LEVEL ABO ° 1 2 v 2® 42" HANDRAIL PER BUILDING PLAN No. 12 -138 1�0 TRASH FF 146.5 146.4° a ° ENCLOSURE °� °' © 2' SI7E WALL PER BUILDING PLAN No. 12 -138 NOTE N` p LOWER LEVEL l \ % ° L£ 1� 141.17 ° DISTRICT TO INSTALL NEW 1" WATER SERVICE AND DUAL METER AT OWNERS'S EXPENSE FF 136.00 `;a 4 1 NO WORK IS PROPOSED ON ADJACENT PROPERTIES. a 4 141113 ° a �! 1A 9 ©9 7RENCH REPAIR PER SDRSD G -24, TYPE A 10' 11 1�y9h PAD 135. O 145 k6 . ° ° °a� > FG 14q,9 $.Y.S.B• � 4 , BW 135.98 1h6' �\\ ° TG 147-70 OUT 14592 C 111 9 a' 135.96 001ARISQ ° OUl- po 5 27 26 3 LIMITS LOWER LEVEL a 4 O PERcII &JS P4dE� TW 142.3 tiTF� 135.96 4 10' ��O BW 134.8 5 IdNSPO/lT;' PlMAIMX 4R ° t14gg ��a S.Y.S.B. 1 _ 142.8- fYAA/TER AREA 14646 ° 2 UNI ECOSTONE OR EQUIVALENT EXIS77NG GRADE ' PERVIOUS PAVERS WALL PER SDRSD C -4 REMOVE EXIS77NG / I Q UNI ECOSTONE OR EQUIVALENT 4' MAX CURB ��/ Q�� PERVIOUS PAVERS PFR EXISTING CONC. ®2= ®,4%� �p PROPOSED GRADE o P1gN pE A V A PAVEMENT TO REMAIN \/\/ \ / \\ •• MODIFED 6' CURB PER DETAIL E MODIFIED 6° CURB PER DETAIL E 2 -3" OF 418" GRAVEL OVER " 67X160 PCC FLUSH CURB 2 -30 OF %0 GRAVEL OVER 8- 10 3/4' CRUSHED ROCK AT EDGE OF PAVING 8 -10° 3/" CRUSHED ROCK o REVISIONS r 0 Q?,OFESS /0 °7s SCALE ,���,o R eqo �F�� Q - - INVERT LENGTH DROP LATERAL GROUND DEPTH PAD UPS MH BACKWATER JER JER I RRB 1 LATERAL No. 36190 STAPON OFFSET AT MAIN OF TO SLOPE ELEV. BELOW PL ELEV. RIM VALVE REMARKS BY.• BY. L IE LATERAL MAIN IE AT PL % AT PL PL TO IE FT ELEV. REQ'D MASIH MAHER C42519 ENCE A. WATT PUB WORKS RECTOR DATE . 3�1$/I2 DA7E • Z ���� 26 +57.8 33' RT 121.37 33.00' 1.2' 12720 14.9 13270 5.5' 134.80 133.56 NO UNI ECOSTONE OR EQUIVALENT EXIS77NG GRADE ' PERVIOUS PAVERS WALL PER SDRSD C -4 REMOVE EXIS77NG / I Q UNI ECOSTONE OR EQUIVALENT 4' MAX CURB ��/ Q�� PERVIOUS PAVERS PFR EXISTING CONC. ®2= ®,4%� �p PROPOSED GRADE o P1gN pE A V A PAVEMENT TO REMAIN \/\/ \ / \\ •• MODIFED 6' CURB PER DETAIL E MODIFIED 6° CURB PER DETAIL E 2 -3" OF 418" GRAVEL OVER " 67X160 PCC FLUSH CURB 2 -30 OF %0 GRAVEL OVER 8- 10 3/4' CRUSHED ROCK AT EDGE OF PAVING 8 -10° 3/" CRUSHED ROCK o REVISIONS r 0 SWALE SHALL BE FILLED WITH GRAVEL OR PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. PER PLAN TURF REINFORCEMENT MAT IF APPLICABLE �4 / 06019fOdT ° 3 6' WOOD FENCE 18" MIN /\ // //\ 6' MIN. ENGINEERED 5011 TW �95 �\ �� *SEE NOTE BELOW _ £9NGRETE PA�lO \/ X e� \ \ 2° MIN. 318" GRAVEL /PROPOSED GRADE I a �° o P(1lNTEf4 AREA 24' MIN. \ 16 MIN 3 4 CRUSHED ROCK z /� FL 1 . 4 s _,II IF EXISTING / " FL 146.0 \ P�' a SITED *ENGINEERED SOIL LAYER SHALL BE MINIMUM 6" DEEP SANDY LOAM" SOIL MIX WITH �a EVeE i�O 1"' = NO MORE THAN 57 CLAY CONTENT THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30 1 % COMPOST OR HARDWOOD MULCH, AND 20 -307 TOPSOIL. N 0 `+ °� NOTE VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK T� Lc Na �� �/ �� FRUIT TREES DAMS TO LIMIT THE SLOPE OF IHE SWALE TO 25% UNLESS OTHERWISE APPROVED 77U BY THE DIRECTOR OF ENGINEERING SERVICES a P•17�l8 3 2 \ - Its NOTE. • NO FILTER FABRIC IS TO BE USED IN THIS SECTION. 7 150 / MAVY/`i• 110AN 4174E N89'50'Ol'1N 29.54' - - N39' 830'E 51.2 - - DETAIL F SEC110N A - TYP EXISTING WOOD FENCE VEGETATED SWALE WITH UNDERDRA/N - TYP TYPICAL PAVER PATTERN TO REMAIN N.T.S. DA 7E Q?,OFESS /0 °7s SCALE ,���,o R eqo �F�� Q - - SWALE SHALL BE FILLED WITH GRAVEL OR PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. PER PLAN TURF REINFORCEMENT MAT IF APPLICABLE �4 / 06019fOdT ° 3 6' WOOD FENCE 18" MIN /\ // //\ 6' MIN. ENGINEERED 5011 TW �95 �\ �� *SEE NOTE BELOW _ £9NGRETE PA�lO \/ X e� \ \ 2° MIN. 318" GRAVEL /PROPOSED GRADE I a �° o P(1lNTEf4 AREA 24' MIN. \ 16 MIN 3 4 CRUSHED ROCK z /� FL 1 . 4 s _,II IF EXISTING / " FL 146.0 \ P�' a SITED *ENGINEERED SOIL LAYER SHALL BE MINIMUM 6" DEEP SANDY LOAM" SOIL MIX WITH �a EVeE i�O 1"' = NO MORE THAN 57 CLAY CONTENT THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30 1 % COMPOST OR HARDWOOD MULCH, AND 20 -307 TOPSOIL. N 0 `+ °� NOTE VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK T� Lc Na �� �/ �� FRUIT TREES DAMS TO LIMIT THE SLOPE OF IHE SWALE TO 25% UNLESS OTHERWISE APPROVED 77U BY THE DIRECTOR OF ENGINEERING SERVICES a P•17�l8 3 2 \ - Its NOTE. • NO FILTER FABRIC IS TO BE USED IN THIS SECTION. 7 150 / MAVY/`i• 110AN 4174E N89'50'Ol'1N 29.54' - - N39' 830'E 51.2 - - DETAIL F SEC110N A - TYP EXISTING WOOD FENCE VEGETATED SWALE WITH UNDERDRA/N - TYP TYPICAL PAVER PATTERN TO REMAIN N.T.S. DA 7E SOWARDS & BROWN ENGINEERING CONSULTING ENGINEERS JOB NO. 11 -011 DATE : 3112112 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA, 92007 TEL. 760/436 -8500 FAX 760/436 -8603 Q?,OFESS /0 °7s SCALE ,���,o R eqo �F�� Q - 7E BENCH MARK APPROVALS CITY OF E N C I N I TA S ENGINEERING SERVICES DEPARTMENT DRAWING NO. JER JER I RRB 1 DESCRIPTION: BENCHMARK 11001 No. 36190 --PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY. GRADING & EROSION CONTROL PLAN FOR: LOCA110N: 2.5° CADT DISC IN DRAINAGE INLET IN NE QUADRANT OF LA COSTA AVENUE & HWY 5 HORIZONTAL N/A cr Exp. s/3o/12 DATE : 3 BY.• BY. L MERGENTHALER RESIDENCE 455 HILLCREST DRIVE 11158 -G RECORD FROM. ENGNITAS CITY BENCHMARK ELEVATION: 47.11 DATUM: NAVD -88 VERTICAL NSA fT O i `l �� �Q qTF OF CAL \Y R.C.E. NO. 36190 RAND R. BROWN EXP. 6/30/12 MASIH MAHER C42519 ENCE A. WATT PUB WORKS RECTOR DATE . 3�1$/I2 DA7E • Z ���� PORTION LOTS 36 & 37, MAP 2063 A.P.N. : 216 - 082 -07 PLANING CASE NO• 11 -112 COD SHEET 2 OF 3 SOWARDS & BROWN ENGINEERING CONSULTING ENGINEERS JOB NO. 11 -011 DATE : 3112112 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA, 92007 TEL. 760/436 -8500 FAX 760/436 -8603 CONSULTING ENGINEERS dull NU. II —UI / UAIL JAIL /IL 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA., 9 IX)7 TEL. 760 /436 -8600 FAX 760/436 -8603