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2019-14394 SG (Plans)RIGHT OFWAYNOTE 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 WLL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THF_ RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS 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. UTILITYNOTE ALL UTILITIES SERVING THIS S17F SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH 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. NOT USED J. SEPARAIF APPROVALS AND PERMITS FOR ANY CONSTRUCTION WTHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION NTH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFS17E 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 CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVCES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW5 AND REGULATIONS 8. GRADING AND EQUIPMENT OPERATING WIHIN 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 SATURDAY5, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE NTH THE FOLLOWNG PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED NTH 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 S17E WTHIN 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 NTH 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. 14394-SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN' THIS STATEMENT SHALL BE FOLLOWED BY THE DAIS 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 WLL 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. I3. 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 NTH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON W11CH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE W1H 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 EXCA VA PON 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 NTH THE GRADING ORDINANCE I& ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHER#SE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WTH 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 NTH THE CITYS URBAN FOREST MANAGEMENT PROGRAM TREES LOCATED WTHIN CITY STREET RIGHT OF -WAY, ON CITY PROPERTY, OR WTHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWSE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WTHIN 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 NTH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 18, IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROXCT CONTRACTOR SHALL DIVERT DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIfCANCE OF THE DISCOVERED RESOURCES) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WTH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR NTH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSIRUCTION AQRWTY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONERS OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADIRONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UN77L THE CORONER HAS MADE THE NECESSARY ANOINGS AS TO ORIGIN AND DISPOSI RON PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WTHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WTHIN 24 HOURS THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU(LN PLACE), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO $MERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON-517E IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. 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 NIHIN THE LIMITS OF THIS PROJECT. J. 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 WTHIN 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 DIECUITO WATER DISTRICT 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISANG WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AfFEC7ED 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 CHANGE NO. I DESCRIPTION APPR0 LIED DA TE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICK WILLIAM SMITH AT (858) 829-6999, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VAIL ABLE 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 WIHOUT 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 WIEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 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 WTHOUT A PERMIT FROM THE CITY. J. ALL IMPERVIOUS AREAS WTHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS NTH 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. ND 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 WTHOUT 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 NTH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS NON-COMBUSTIBLE ROOF THAT NLL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED #HEN 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 WDE 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 01L/ 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. LEUCADIA WASTEWATER DISTRICT - GENERAL NOTES 1. LWD 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. 2 ALL DESIGNS, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO LEUCADIA WASTEWATER DISTRICT (LWD) STANDARD SPECIFICATIONS, AVAILABLE ON THE LOD WEBSITE AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWNGS, MOST CURRENT EDITIONS IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WTHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES 5. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT-OF-WAY AND OTHER REQUIRED PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY AND/ OR APPROPRIATE AGENCIES 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BFST OF THE PRIVATE ENGINEERS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THFSF PLANS ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR S7RUCTURES NOT SHOWN, OR IN CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES SHOWNN, 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONS777UTE A PRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WTHIN THE LIMITS OF THIS PROJECT 8. CONTRACTOR SHALL BE AWARE THAT LOD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TREATMENT AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LOD OR ]HEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR WLL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT ALL 77YES (DURING CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST NTH ACCESS WHILE WORKING AROUND LOD FACILITIES 9. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LAD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF THE LAD ENGINEER AT NO COST TO LWO INCLUDING INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE NTH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS SUBMIT FOR LWO APPROVAL PRIOR TO REPAIR. 10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILL; CONTAINING ANY SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LAD FACIL177ES OR ALLOWNG A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN-UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. II. CONTRACTOR SHALL NOTIFY LOD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LOD SEWER FACILITIES 12 CONTRACTOR SHALL NOTIFY LWO 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS, OVERCROSSINGS OR PARALLEL INSTALLATIONS WNERE SEWFR MAY BE EXPOSED. STORMWATER STATEMENT THIS PROJECT IS CLASSIFIED AS A "STANDARD DEVELOPMENT' PROJECT PER CITY OF ENCINITAS STORM WATER CHECKLIST THE PROJECT PROPOSES TO INCREASE THE TOTAL IMPERVIOUS AREA FROM THE EXISTING CONDITION BY 1,110 SF. THE BMP EFFECTIVE AREA (62.5 SF) HAS BEEN SIZED AT 4Z OF THE NEW AND REMOVED AND REPLACED IMPERVIOUS SURFACES SAN DIEGUITO WATER DISTRICT NOTES (CONTINUED): 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 -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010, IN COMPLIANCE NTH 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 LEUCADIA WASTEWATER DISTRICT SERVICES SHALL BE PROVOED NTH CATHODIC PROTECTION IN ACCORDANCE NTH WC-17 OR WC-18. PUBLIC SEWER SYSTEMAPPROVAL P OVED BY.- LWD DISTRICT ENGINEER C33692 \-"LO 4_' D SON, PE RCE DATE DEXTER WILSON ENGINEERING, INC. 6/30/2020 FIRM EXP. DATE BENCHMARK AS-BU/LTAPPROVALS DESI 5TORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONS TRUCTIONACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 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 SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSNUC17ON 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 RBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY- THEY HELP DECREASE EROSION TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR NHERE CONSTRUCTION 1S NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST GROWNG 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-SITECONSTRUCTIONMATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY NLL 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 SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZATION MEASURES AND PROVIDED NTH 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 NTH 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 ]HEIR OWN RESPONSIBLEI DES WASTEMANAGEMENT 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 1S 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 DUMPSIERS WTHOUT LIDS SHALL BE PLACED WTHIN STRUCTURES NTH IMPERVIOUS ROOFING OR COVERED NTH TARPS IN ORDER TO AVOID RAIN CONTACT WTH 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 H07LINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-415L 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 STORMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMDRAIN 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 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 SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK.• A. SEWERS - LEUCADIA WASTEWATER DISTRICT - (760) 753-0155 B. GAS & ELECTRIC - SDGE - (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 X22JJ 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633-2770. R J. 1NE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760) 633-2770. ALL WORK PERFORMED WTHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EARTHWORKDATA MAXIMUM VERTICAL DEPTH OF CUT = 2.1 FEET MAXIMUM VERTICAL DEPTH OF FILL = 0.6 FEET ADU ADDITION CUT = 61 CY CUT = 58 CY FILL = 4 CY HLL = 2 CY EXPORT 57 CY EXPORT 56 CY REMEDIAL UNDER BLDG= 1I3 CY (3.0' REMOVAL AND RECOMPACRON) REMEDIAL UNDER BLDG= 56 CY (30' REMOVAL AND RECOMPACTION) REMEDIAL OUTSIDE BLDG= 34 CY (1.0' REMOVAL AND RECOMPAC77ON REMEDIAL OUTSIDE BLDG= 18 CY (1.0' REMOVAL AND RECOMPACTION AND 5' OUTSIDE THE BUILDING) AND 5' OUTSIDE THE BUILDING) PUBLIC WORKS DATE AS -BUILT SIR 12/14/20 CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO.. 1024 STATION NAME "134WCCS1 " 2.5 DISK IN SIDEWALK 5' FROM SOUTHEASTERLY TRAFFIC SIGNAL AT LEUCADIA BLVD. & ORPHEUS AVE. ELEVATION.- 178.543' DATUM.• NAW88 �% 12-8-20 INT DATE PLANS PREPARED UNDER SUPERVISION OF DATE 7 23 Z.0 �� y R.C.E. -" NO, 44173 WNCENT L. SAMPO ENGINEER OF WORK EXP.: 6 30 21 PUBLIC WORKS NA VINCENT L. SAMPO DATE StwPi Nowak 12/14/20 PLANNING NA ---- RE14EWER JQO 12/14 SENIOR ENGINEER DATE INSPECTOR JC 12/14 PLANNING DIVISION DA If Z OWNERS RICK WILLMM SMITH AND ROSLYN N. MANCINELLI 1368 CAUDOR STREET ENCINITAS, CA 92024. SITEADDRESS 1368 CAUDOR STREET ENCINITAS, CA 92024, ASSESSOR'S PARCEL NO. 254-413-30 DATEOFSURVEY SEPTEMBER 15, 2017 LEGAL DESCRIPTION THOSE PORTIONS OF LOT 5, BLOCK J, LOT 3 BLOCK H AND OLYMPUS STREET OF SOUTH COAST PARK ANNEX ACCORDING TO MAP THEREOF NO OQ 1788, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CIO CALIFORNIA, AS DESCRIBED IN A CERTIFICATE OF COMPLIANCE RECORDED APRIL 12, 1996 AS FILE NO. 1996-0181988 OF OFFICIAL RECORDS. OQ OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR NLL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABID TY OF THE SITE I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY NTH ANY ACTS OR OMISSIONS OF OVER OR OWNERS AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WTHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS SIGNATURE.;4'�"'r' �Gwt1� DATE aa RICK WLLIAM SMITH SIGNATURE RI VJLK A- AAtAe► OV DATES tG A-02� �ROSL YN N. MANCINELLI STATEMENT OFENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE 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 NTH 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 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 ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WTHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE.•y cl� A -^" DA IF. ��23 20 e�Q� ESS/Q�q WNCENT L SAMPO �D �� L. Sy�oF� COMPANY SAMPO ENGINEERING, INC. No. 44173 m ADDRESS: 171 SAXONY ROAD, STE 213 ENCINITAS CA. 92024 w m PHONE NUMBER: (760) 436-0660 06-30-21 RCE EXPIRES 6/30/21 9T C 1 v i FOF CxF IMPERME48LEAREAS CALCULATIONS IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 5,788 SF IMPERVIOUS AREA AFTER CONSTRUCTION: 7,890 SF IMPERVIOUS AREA INCREASE: 2,102 SF IMPERVIOUS AREA NEW/REMOVE AND REPLACED: 2,102 SF BIO-RETENTION BASING SIZING. 2,102 X 0.04% = 84 SF ACTUAL BASIN I = 50 SF ACTUAL BASIN 2 = 50 SF PARKSANDRECREATION .TL-21) G 1,12-7-0 DATE SIGN DATE SAN DIEGUITO WATER DISTRICT VICINITY MAP NOT TO SCALE BMP PROJECT STATUS STANDARD SIGN DATE DIV/S/ONAPPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT APPROVED: l SIMPLIFIED GRADING PLAN FOR� �/O- L--- EDWARD J. WMME CITY ENGINEE ( Ld PLANNING CASE NO: N A DA ENCINITAS FIRE DEPARTMENT 1368 CAUDOR STREET SMITH/MANCINELL/ ACCESSORYDWELL/NG UNIT APN:254413.30 s Q N ti 13 aw z �. W j- W Z H �L3 w ti 7 6 i E 0 r- r N* 1) ZZ I1A2o SIGN DATE z DRAWING NO. z 0 14394-SG a SHEET I OF Q ca P1l ` 191 j Q � + LEGEND SYMBOL \ ! ao - �h x18.951 �`' PROPERTY BOUNDARY 15 1 \ � � � 3 \��50 - - N843i5'34'E 172.08' - - - - - - - R - - - G RIGHT OF WAY SD SD 3 CB \� \ 3 3 1� 11 183.46 ` 190 25 ' Q �'90 5 EX/STING EASEMENT \ N3 / 4 9 3 s� 12 SD - \ N A. R-p (I '8r. EXIS77NG CONTOUR 320 \ g8 i 8y F -s -s s s II- s- 1 `3� 5. NP c _ 1�Q30 x Yl;f 1�. - 19041 fXlSl1NG ELEVAII X 320.43, (320.43) >000� �� 3 9 p �J \ sc___ I v .00 5 �� D I _ NEW CON 5.00 T 18266 _._ �.-___._� ' 2 /E -� I � 322 \ \ / I f I IEW - Xlcl „i \ - SCO 179/D 2 1a5 a N VAPON 320.10 x17209 y � ��b`\ 1g065 8 w i, l 3 2 ° 1� a T0185.000`� o x180.4 ¢ DAYLIGHT LINE ` 1 /. MEN7 _ 17\ 5 \ I r l _ g v , DRAINAGE SWAG£ I \ NO GRADING / - _2i g ADD177ON - ,i// Q i' n I \ l I 2 a. i 8 1 I DIRECTION OF FLOW \ _ �,` , 2 FF185.96 1$5:$82�: /H 0 / R 5•, \ \\ l r i 25.00' 2 CONCRETE PAVEMENT ARDSCAPE / •� I _ DAYLIGHT UNE PAD.' 185.30 i$ ! I CONCRETE MASONRY RETAINING WALL ///... , C / DAYLIGHT LINE IE °� LA y / / Q e 4 I BID-RETENAON BASIN K 182.65 r �,` xi850 � 2 185. •6B - � f � >�S ��«• ;� i �, Y1 FG 182.15 1 3 CA:NU C,4r;;ry ; _ ac DEMOLISH PROTECT IN -PLACE 1 87M 179.23 I >857 185.3 I J I I / x17 \ \ i I I , / 1 O U W411 x193g r l S�rEP^!I \+ CB �- OS..::. 2 CB / I I i' I ` j g I j 1. PROTECT EXISTING BUILDING IN -PLACE X \ I I 74 �\ I I I I 24 DIA- PAL y1 8 + { f ! -� 186.19 2 /cSD ` I 1 I 1 I I i 2. DEMOLISH EXIS77NG TREE. nb r 17s� 09 V I I { cn i ; 1, _ f .`.:: 0 J g '�1 I 83.02� 18� l ( 3. DEMOLISH PORTION OF EXISTING WOOD FENCE. COWL, 1MI/ 4YALL 88,56 3 �' _ N 8,r } <� i DAYUGHT LINE I 4. DEMOLISH EX1511NG AREA DRAIN. F i-�� t I 85.65 Clitvu. \q R 5 IRE PIT _ 8 24' DIA PALM 8 7 7 1 A` I � I \\ I Sd _ rj? r , ! \ �i 8 � it I 5. DEMOLISH EXISTING TREE SLUMP. 6. PROTECT EXISTING TREE IN -PLACE. / ( I x1,'83� 7. PROTECT EXISTING WALL IN -PLACE ` - 8. PROTECT EXISTING CONC IN -PLACE. 5 { \ cn 7 \'8; CO,N 8\ 5.0'' N I I D,� '_ ;2' 91 f PAL�A I f ` �, / a I } 9. PROTECT EXISTING AREA DRAIN IN -PLACE. CONTRACTOR TO LOCATE -.176 �' I \ 0 I \ /?� Yam-- to { ro I �' • S�;_��i 4 \ 7 I/ I a _.. - 4 183.00 - j 8 8 I u, I j�� JI P pL { a } 1 18 1 0 AND REUSE fX1SANG ON -SITE STORM DRAIN WHERE FEASIBLE. \ \ 1 - +1 s z G I REPLACE AS NECESSARY. P- I \\I TRREE SLUMP C� n� l 1 I %:_ 7 1 1 _---�' 8676 I i 3 T o \ _ 9 G - ,r-. 90 9 z \ 176.45 E.� ` \ `\ \ i �� i j 1, ��'a�r> c F;- 7 ( l� r - �� Jy NO G 4,; ! 190. ,� TG i 8 _ : i' 6' I 10. PROTECT EXISTING FIRE PIT IN -PLACE. 7 7 „ 1 I I\ j �: OC I 19Q, g0 11. PROTECT EXISTING FLAGSTONE IN -PLACE. LANDSCAPING d CK g _ 8 1.6�8 I rn _-. 19D56 12. PROTECT EXISTNG BACKFLOW PREVENTER. > _ + -- ��`�' / / �j I f %,�y Jc-)<` 1 : ( 7 " AROVE 8 190,68 �� 7 I kl$3. i6^`,� ~ cs j J 11(I %� !>RAir U`1 *`..1 I I ;: , - Cam'} i. �� I I Cl w %0G, 13. PROTECT EXISTING SHED !N-PLACE. ! 1 NO GRAANVG PL\� I 14. PROTECT EXISTING ABS RISER IN -PLACE. �.. -177- j f18Z62 1 - a1�' x ' 12 • 7 5. PROTECT EXISTING WOOD FENCE IN PLACE. 176.62 1 1 Hy 1 \ t �C. I I j� I, r g FF®I}'�'f,SH� 1�, ! " G , �„ 83, 3 ! ,8 \ 16. PROTECT EXISTING STORAGE IN -PLACE 4 JiA �D I I j ( 1 C5-' 5 Q I 17. PROTECT EXISTING STORM DRAIN PIPE IN -PLACE. �� ' 18484 i87.16 4 g / +� ABBREV/A IONS: cn I { �� - i \ 8 } o .04 l j { II ;III` f �a.__- _.., 1 i z 18. DEMOLISH EXISTING SHED. I �PPROX• SEWER �: ' { 4,. r t r r APPROX. SEWER LA' R g !�; / I/ 4, AC: ASPHALT CONCRETE \ r A / 3 v S 9 +� 5 - S 1$15 BFP.• BACKFLOW PREVENIFR LATERAL PER S81_ S �� ice: C_ I } n ', PL a2 L �'/ �} / `n 19. PROTECT EXILING UIIUDES IN -PLACE. 1 `. �0 6, �� -r` 1 { G- 4 CO,aIG I ; i$1. > t�. - o�' �f � 20. PROTECT EXISTING A/C UNIT 1N-PLACE. DS: CONCRETE \ / / / � 21. PROTECT EXISTING ELECTRIC VAULT IN -PLACE. Ds DowNSPour \W - / I " } L �; ,�, EP. EDGE PAVEMENT ;� d cr I i 85 D!A 1 1 .• �. 9 7W g 11 f I I tf o a 187.73 EXIS71NG C 9� 22. DEMOLISH AND RELOCATE PORIION OF WOOD FENCE BEHIND THE R W FF. FINISH FLOOR _.178 -- - b - ( PALM TR££ - _1, C ,\ Q / FL FINISH GRADE \ x i 1\ I. x 1 I 4 m 23, PROTECT EXISTING WATER METER IN -PLACE � 78.03 fP I 7 i '•" � � `> _ > I a FF®7HA£SHCLD BUIt } � / i � I � LOW LINE p 1,'8.74 { r :g t `. ` .r nn1 t r","y:,r 190. 6 1'G , GV GAS VALVE \ ' S °� - rf 11 8 'R " ' `' 18�23 1 t '� `� `� s 1 n 5 pr;,� f• , 78 Ti.. 24 PROTECT EXISTING SEVER LATERAL IN -PLACE. CONTRACTOR TO l �r /1 6 7 G g )lA t 90. lE.• INVERT ELEVA RON \ g� Fri o T I 1 t i �84 ?Q PI .1 a VERIFY ELEVATIONS PRIOR TO CONSIRUCITON. E 10 DIA PA• 4� - w '��, __ _ �'f i ) i Q Q IRB: IRRIGATION BOX k. \ o I i s , 7 r F 1\1 - 8 i -.. 8 _. ! 19046 ( I 25. PROTECT EXISTING TREE IF POSSIBLE. R �W RIGHT OF -WAY 1t827 I I h a v 8, \ 2-24 DIA o \ a 26. PROTECT EXISTING SEWER CLEANOUT IN -PLACE. PL: PILASTER \1 I I 42 DIA PALA� I \ . v SCO. SEWER CLEANOUT 11$` o \ I } v .� PALM TRfE fi.� 187,8, ,• >t TriR£51I0 - 90,82- SMN.• SEWER MANHOLE p I ` I I } I �� ( a 184,35 i f y� 10 8 v I t.r ,; NEW IMPROVEMENTS c,i '� 1 �� i C4 0PY r,i pc I TC. TOP OF CURB t cr, f I' I I/ T 7 a 18 . t I ❑ TG.• TOP OF GRADE N `"' \ i 7 8 x o hi ,« w I ' D a f87 8 8 JE I 1. ACCESSORY DWELLING UNIT PER ARCHITECTS PLAN TOP OF WALL \ o �, fix, n < } J 1 - �' ' '�', i I �. �` I ��' 1 g ' A > 1 2. BUILDING ADDITION PER ARCHITECTS PLAN. W2: WRIER LEVEL �, �'� I I ! 1 �� 1S s;..S;x L' T:A� ;.. 90.49 _ f , /1 8 �� 3- " C� TG i WV WRIER VALVE o 4i I 8 D/ J ig0.63 i 190.2E J. STEM WALL PER ARCHITECTS PLAN. �I- , 41 h I ' F �r „ „u r, PALM ,'h'EE . s 4y --- . _ .._ .c� -C 190.31) f I i I �iA PALM 9 4. CONCRETE SURFACE PER CONSIRUCIION NOTE N0. 12. CONSTRUCTION NOTES` \g / �: � ,, / ,f '� � / ��z 8 � -�,r ,�, r „ <.16 13084> Q �� 5. CONCRETE MASONRY WALL PER SDRSD C-1. WALL DRAINS PER C-7 1. EXISTING TOPOGRAPHY AND BOUNDARY SHOWN HEREON \ n �'y ` `= y j „✓ � 19 II � z„ PREPARED BY SAMPO ENGINEER/NG ON 9 15 17. PROPERTY \ �� 00 \ f I a DIA PA!M . �\ 9 0 7 4 0 " \ I ! C-8. x LINE BEARINGS CALCULATED PER CERIlfIC IF OF COMPLIANCE ` EM�P}T a 25 ! ' T `�. I 8R D;A P : ` `�` 8 4, I - - r' j O H pAv NO GRADING w : „ �,• \ �` ;, == '� ,� /\ 4 ll II II--lI \ 6. 5 WIDE X 4 DEEP COMPACTED DG PEDESTRIAN PATH RECORDED ON APRIL 12 1996 AS DOC NO 1996-0181988 AG 1 17 Drq pA, �, • ;-A.NDSCAPI,NG THE CURRENT GRANT DEED AND COC REVEALED j f �# 1 'ems 0 ��. 20 %; 0.5%� �5 ,�g1'6p� _ 2 \ C , ( 7. FENCE PER ARCHITECTS PLAN t FL I --- 0 I � i MAlHEMA1ICAL ERRORS THAT RfSULlfO IN A LOT 5 �' 1 \!' ^ --1-� 6 n II -f86.5 �/y 0 I 8. DEEPENED F0077NG PER ARCHITECTS PLAN. MISCLOSURE, THEREFORE THE PROPERTY WAS FORCED CLOSED 2 1 c t --- i „ , f ALONC THE ARC OF OLYMPUS STREET. T I7, r; + \ �,'' 5 `, . S 187.8 o!BLf _ �6 / 8"� B I r` 187.0 1p �0. DAYLIG E i STORM DRAIN /WATER QUALITY 2 7 } i \ DLA PALM q . I t a u iG CB HT UN 2. ALL ON-SI7E STORM DRAIN, DRAINAGE SWALES, AND BMP 7 �� 1 X1 0 1 _ \9` �• :` 2 s 0' AREAS ARE PRIVA7E AND SHALL BE MAINTAINED BY THE 11g' x - ' \ 90^ ;� ' ' ` 2 IE 182.7 1 4 1 1. 24 W9DE DRAINAGE SCALE PER DETAIL A r � II 172 d✓ i a l 1 1} a LANDSCAPING L ., 0 , i „ PROPERTY OWNER. 8, , 1 �� \ � � s �� . 1� - C � c� � 2. 12 X 12 CATCH BASIN BY NDS OR APPROVED EQUAL. 179,98 11 � :! 1 I �` g i 1 a1.5%� O Q I 8 f `ip Il , 3. WALL ELEVATIONS SHOWN HEREON MAY VARY DURING ` �.. ! f 8 2 FL f C 1 a 18,7 9\ \ _ - I , 1 I I J. 6 DIA PVC PRIVATE STORM DRAIN GRAVITY PIPE (SDR-35). CONSTRUCAON DUE TO EA70NG GRADES AND SOIL ENGINEER o1D%4 PA'rfi 1�' ` 186. RECOMMENDA7701VS SOIL ENGINEER SHALL DETERMINE ANAL \ I 11 y8 �� 11-� _ 0 0 �'. r j 4. RIP -RAP ENERGY DISSIPA TOR PER SDRSD D-40, USE 2 BACKING WALL F0077NG DEPTHS \ / / i + ^ `; I z I `` 9 NEW ADU 1 1`0 V `� �_ I 1 e " # 5.00 _ _.._� _ \ . 1 / I i 12 . THICK OVER 12 DECOMPOSED GRANITE FILTER BLANKET. LANDSCAPE AND B10-RETENTION AREAS PRIOR TO OISCFIARGE \� n `P 85 - IEGY/T 185.60 �- FF.• 187 70 g y NEW ADU I ' - 1\ r j 5. NOT USE. 4. ROOF DOWNSPOUTS TO BE DISCHARGED INTO PLANTER Q _ ^ _I I 4 6. 50 SF BID -RETENTION BASIN. SEE DETAIL rB': 00 TO THE SAIISFAC170N OF THE CITY ENGINEER WRIER SHALL ' I i 87M 18208 I PAD' 1870 =� FF.• 189.30 1 - / 'u I / NOT BE ALLOWED TO POND ON S17E AND SHALL NOT DRAIN 1 tlSER �, g o t ! I I 1 7. 50 SF 610-RETENTION BASIN. SEE DETAIL "C'. �'�ARS PAD: 188.60 \ I TOWARD BUILDING FOUNDAl10NS p { ` cH E3 0 �- 1 3 3 8 3 �� ( ? ; r 1 8. 4' DIA. PERFORATED PVC (SDR-35) SUB -DRAIN PIPE ®MIN 1% 5. ALL EXISTING AND PROPOSED UTILITY LINES SERVNG THE { ' ! { I 4 �9 1 18 B/60 3 8 1 I i I �� I 1 SCOPE. SUBJECT PROPERTY SHALL BE INSTALLED UNDERGROUND.�, DA11 WT UNE 8�p 187• I z I 1 BOULDEAS j 50 1a150 f,` o I 9. 6' WIDE X 18" LONG PCC HEADWALL. WA7ER SERVT�ANDLWATIE ERR AND 1�R01ECT IN -PLACE EX/SnNG � � ,� � I � 2. 0 3 � ,- IE►N a � f 1 I ( ) c � � 1 `� 1 f 7 x � � l { ca 7 � I I 10. 4 DIA PVC PRIVATE STORM DRAIN GRAVITY PIPE SDR-35 . 7. EXIS77NG SURVEY MONUMENTS SHALL BE PR07ECTED 4 o - O3 1 1 1 `' I / I 190.04 y 1 7 i F\ , rr� _ I 189.70 UTILITIES IN -PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED x `% 0 L-P SD SD 4% 0 5% L3� / { s 3 9 I i�dOv",; CE '1 11 ( O8 fC I IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND 18063 1 0.82 18085 __ _ _._ _ �0�' ill 1 I! 18 88 i90. \ i Eil - ( } ' 1 4 DIA. PVC SDR-35 MIN SEWER LA7ERAL 0 2% MIN SLOPE --..--.�_....-- II-11 1l II.. 11-11-11- 1 2.1 �4 I - i$9 2 4" DIA. SEWER CLEANOUT PER SDRSD SC-01 A CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED I !C I WITH THE COUNTY PRIOR TO RELEASE OF SECURITIES A �$ - - - - - -- , - - - I SEPARATE MONUMENTA77ON BOND MAYBE REQUIRED AT THE { I N81 25.00 5 3605E 156.95 u� xh':9,08 �I 78.9,76 of DISCREAON OF THE CITY ENGINEER.`� ' 5 _ �� VOID SHEET `I EXISTING EASEMENT ! _ _ SEE SHEET 2A I 8 ALL STREET S1GN.� LIGHTS, LAMPS U1)UI]ES ETC. { I ShIH' � � ! ru , ,� � I I Is L0CA7ED NTHIN THE PUBLIC R1GHI-6F-WAY SHALL BE 8�'' A PRELIMINARY 7171E REPORT PREPARED BY 0 RILE COMPANY OF PROTECTED 1N PLACE DURING CONSTYUCIION OR REPLACED { RIM 181.08 I �( /J} %4( 4�? y D f/ 7f i.f O.R. Ii j "I CALIFORNIA, TO THE SAASFACRON OF THE CITY ENGINEER. { y / " !? d I ;/ `f`t {�, %-('6 INC. DATED SEPTEMBER 6 2017 AS ORDER N0. 63585559 HAS BEEN REVIEWED FOR EXISTING ON -SIZE EASEMENTS SAID REPORT 9. ALL IMPROVEMENTS BUILT /N THE PUBLIC RIGHT Of WAY 24' MIN., U.N.O. I + I REVEALED NO ON -SITE EASEMENTS HOWEVER THE OWNER PROVIDED A NOT TO SAN DIEGO REGIONAL STANDARDS ARE TO BE ANCHORS TYI? GRASS OR TURF LINED OPTION OVER NEW EASEMENT DOCUMENT THAT IS PLOTTED HEREON &REFERENCED PRIVATELY MAINTAINED BY THE RESIDENT. ti, ( ) LANDLOK 71IRF REINFORCEMENT BELOW. z W9IERE SLOPE EXCEEDS 51 A AN EASEMENT RESERVATION IN FAVOR OF THE SA DIEGUITO 10. HOPS SHALL NOT BE REMOVED WITHOUT A PERMIT FROM " + DEEP ROOTED, DENSE, DROUGHT DEEP ROOTED DENSE DROUGHT WATER DISTRICT LEUCADIA WASTEWATER DISTRICT AND THE THE CITY. 12' DIA. ABS PIPE WITH OVERfLOW TOLERANT PLANTING SUITABLE 12" DIA. ABS PIPE WITH OVERFLOW TOLERANT PLANING SUITABLE CITY OF ENCINItAS, FOR GENERAL U11LIlY PURPOSES 2 I _ GRATE BY NDS OR APPROVED EQUAL FOR WELL DRAINED SOIL GRATE BY NDS OR APPROVED EQUAL FOR WELL DRAINED SOIL RECORDED MARCH 28, 2019 PER DOC NO 2019-0111683, OF 11. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM I I -III / // z 1 MAX. \ - -III-III- 2-3' HARDWOOD 2-3' HARDWOOD OFFICIAL RECORDS WATER POLLURON CONTROL SHALL NOT BE MODIFIED WITHOUT - / \ -i MULCH MULCH A PERMIT FROM THE CITY. -I I I -I III I I- _ I I f/IMI I 1�1 1 -III-I I I -I I I- 'y 1 9 FL .66 12. EXTERIOR SLABS, SIDEWALKS AND PATIOS SHOULD 8E A I I -III -I I -I I -I I = = I I -III- - III -III- I 18' M/Nam/ 9 185.50 Wq_ �� \ ` 10 " �// �"�9 3• !fa>r QR o _ _ _ _ _ _ _ 18 M1N�`` 182.65 W2_ OFESSIp MINIMUM OF 5-INCHES ]HICK AND REINFORCES IMIH 3 BARS I I- I- I I- I -I I -I I I -III -I I (-I I I ENGINEERED SOIL - \`\ ' ,F i�6 LEW RETAINED AREA BE ENGINEERED SOIL `\ \ /%\�� RETAINED "AD DEPRE SHALL �E Z N AT 18 INCHES ON CENTER IN BOTH D/RECAONS UN1 SS � , � � i , DETERMINED OTHERWISE BY THE SOIL ENGINEER JOINTS AND I-1 I I-1 I-1 I=1 i 1=1 I=1 I I-1 I I=1 I 1-1 I I-1 I I /E18Jgp \//�/\\'� \ MINIMUM OF 6" FROM THE /E�r180.85 \/�%\\ti/�� MINIMUM OF 6 FROM THE �o %' ^ O - REINFORCEMENT PER SOIL ENGINEER. _ _ _ _ _ _ _ _ 6' STORM DRAIN PIPE--_.- / i�//�/�! SURROUNDING GRADE 6" STORM DRAIN P/PE-��- o /��/i\//\\/, SURROUNDING GRADE -I I I- I -I I I -I I I -I I I -I I I -I I I- I I-) I I -I \ ��\` ' \� No. 44173 r*, LL z 13. CONTRACTOR TO LOCALE EXISTING WATER I 12' MIN 1 8 BIM \//\t� •• CHOKER COURSE - 2 THICK 01� 12' MIN B �//' ` JOKER COURSE - 2' THICK OF -b CURREN7LY SERVING THE ENS77NG RESIDEN XTEND ' I I- I I-! � '-' ' �-III-1 I I- � ' ' 3/' CRUSHED ROCK � �� \ �� r ,� .� % 118 TO 3 8 ND. 8 AGGREGATE %' CRUSHED ROCK � � ,� r� ,�',� � ,� ,� �`aF 6-30-21 COPPER SERVICE TO THE NEW ADU N COVER MIN. -III ; III -III , : I NOTES / > / ( 1/8" TO 3/8' (NO. 8) AGGREGATE I -III- 1� 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL "610-RETENTION EN67NEERED SOIL LAYER SHALL BE MINIMUM 16' DEEPSANDY LOAM SOIL MIX WITH NO MORE 00-RETEN770N ENGINEERED SOIL LAYER SHALL BE MINIMUM 16 DEEPSANDY LOAM SOIL MIX WITH NO MORE qTF 14. EXISTING U711I PES SHOWN ARE APPROXIMATE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND 15% COMPOST OR HARDWOOD MULCH, AND 20% THAN 5% CLAY CONTENL THE M/X SHALL CONTAIN 65% SAND 15% COMPOST OR HARDWOOD MULCH, AND 20% OF Cp1 AND MAY NOT INCLUDE A TING UTILITIES CONTRACTOR 2. FOR GRASS OR TURF OPAON, INSTALL LANOLOK IRM 450 TOPSOIL THE EfFEC71VE AREA OF THE BASIN SHALL BE L£W4�L TOPSOIL. THE EFTEC77W AREA OF THE BASIN SHALL BE LEVEL. TO VERIFY ALL UI7LI11 TO CONS7RUCIION. TURF REINFORCEMENT MAT w + 15. GONTRAGr LOCATE EXISTING SEWER LATERAL BID -RETENTION BASIN DETAIL -RETENTION BASIN DETAIL CURRENTLY V1NG THE MAIN RESIDENCE AND EXTEND INE TYPICAL VEGETA TED DRAINAGE SWALE 10 5 0 10 SERVICE TO THE NEW ADU 02% MIN SLOPE, USE 4' DIA PVC NO SCALE A NTS NIS SCALE: 1 " = 10' Az (SDR-35) MIN. CHANGE NO. DESCRIPTION APPROI/ED DATE BENCHMARK ASBUILTAPPROVALS DESIGNED BK DRAWN BY CHECKS BY: ENG EERINGDIVISIONAPPROVALS CITY OFENCINITAS-DEVELOPMENTSERVICESDEPARTMENT DRAWINGNO. VOID S14FFT S2 N 12/14/20 CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO. 1024 /NT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMM D D' APPROVED: SIMPURED GRADING PLAN FOR: STA77ON NAME "134WOCS1' 2.5 DISK /N SIDEWALK 37' FROM WORKS ` 1368 CAUDOR STREET Q/� SOUTHEASTERLY NAfT7C SIGNAL AT LEUCADIA BLVD. & VINCENT L. SAMPO DALE. 12 4� 14394-S ORPHEUS AVE. ANN/NG l/ ,� SMITH/ MANCINELLIACCESSORYDWELLING UNIT • R.C.E. NO. 44173 S EDWARD J. W1MME APN.'Z54,413.3D RE VINCENT L SAMPO �� (_ /� ELEVATION 178.543' DATUM. NAVD88 N ENGINE DATE INSPECTOR ENGINEER OF WORK EXR: 6 3O 21 DATE DALE PLANNING CASE NO.- N A SHEET 2 0F3 x172..09 \ 172.5 \ hO 5 ---�� - 3 SD - 4 9 - / x \ / 181.4 1 � 5 X \ \ I � NO GRADING PARCEL PM I J497 N8455'34"E 172..08' 3 CB �0\� 1��. 3 WOOD FENCE 3 S __x_ S IF- S S X 9 �� /\ .66 6s IEour 182 >t I �0ti � IEIN 188 65 8 � � I 7 v x184.1 I 6_ _ 1g5.2 H 7\ 3�==// A/C UNIT s£� i %E 179,7p 2 185� ' �69 2 ° 1a \ � � C tCIE 3 OS 24- DIA ltrEE 4 ADDITION 2 2�9.5' ?I FF.• 185.96185'88, x176.6 \\ xl/9.� ��DAYLIGHT LINE PAD: 185.JO' 185.2�� / �� 1 DAYLIGHT LINE 2 o 4 4 a� A x177.2 LANDS APl G 1 /i 3 ° !8 a CB 114 / o \ S- x>84nS_ S 85.0 a 2 s _ SOAPING S WL 182.65 '185.88 6� 3 I LAN \ \ FG 18215 �� \ 185.3 1851 1 B1M 179.23 185.3 \ 17FP 2 DS CB SD \ \ I CMU WALL x>83.9 /o x177.4 1 24" DIA PALM 6 186.19 j. 0 182.98 / 8 185.56 1 02 Fl`S�O 3 '•�; . \�0�00 o JO°DIA 1REE,� CONC LMU WALL 85.71 �// s�o N \G 10�' L DAYLIGHT LINE 115 \ I °' 7 FIRE 'IT 185.65 v 8 �// \ 7� �r � CONC 186 7 24" DIA PALM \ \ x178.3 X1780 11 I 00 v a 6 / 31 5 5 6 CON 8 �0h 11""DIAP�LM 50 I N o �\� \\ 2 SCg 13��d,� 7 v p 183.24� ¢" DlA AD 2 DIA PALM I PCQP \ �176 \ \ * I TO 183.00 8 p PL 8 v 18 i d \ TREE STUMP O,�h O 9 v � . 186.76 176.45E \ \ I �g� FLA` '` �'`J 7 �� ' 6 NO GRADING LANDSCAPING ONE d v. Lull, lA TREE 176.58 \ 7 ABODE x 6 1 \ I 183.18 o GRADE NO GRADING 11 ° PL x2'G4 L \16�� iO \ 177 1 \ \ ° 187.62 \ P o O v 8 �� FF01H 18781 \16 6yk x176.62 1 3 12 1 7 >yy 18J Ij �� RESHOLD 8 11 1 4 DlA AD 1 1 v 5 184.84 \ .75 1`3 ABBREVIATIONS• �� I X ¢ 7 o TG 183.04 u 187.16 4a ° O >87.5 f / I APPROX. SEWER APPROX. SEWER LATERAL a 7 / AC. ASPHALT CONCRETE �1 BFP: BACKFLOW PREVENTER �Y \ \\ LATERAL PER S816--1_ 3 S 4 /S S O 9 O O ° CONC PL d S 181187.52 JC�j 187.74� ,g9 N /. CONC. CONCRETE o o c9� DS• DOWNSPOUT DIA 18721 ° ° v 187.73 00 EP.• EDGE PAVEMENT �� ` I 85 1TN 6 EXISTNG 11 v C� 1 FF.-FINISH FLOOR 77�1 r'' -178 78.03 EP \ 7 PALM TREE o O 4 ° FF®7HRESH0L0 BUILDING FG.• FINISH GRADE \ x ) I x 1 a FL: FLOW LINE \0 178.14 I 188 6 v 183.23 v /cjs6 1 5 WOOD FENCES 3 10 DIA GV.' GAS VAL VE \ 5 1 v pL 11 187.95 188.36 IE.' INVERT ELEVATION \0 �yF\ �o - I I N " 84.20 '� v PALM TREE IRB. IRRIGATION BOX 10, x o 10 DlA PALM \ o. ° v a o 187.52 R,W.• RIGHT OF -WAY 178 DlA PALM 6 v. 6 2-24 DlA e� v 187.81 ° > lSCO: SEWERCLEANOUT 11�\1 0 I I a 184.35 PALM TREE ��q ' 'p1A'RESHOLD p.188..89 190.68 � SUN: SEWER MANHOLE 1� I I wee CA OPY ° CONCRETE TC. TOP OF CURB �: �N I 7 6 a 187.45 v DRIVEWAY ° O TO TOP OF GRADE w I v 7 v a v 8 x187.44 ° v 8 o TW.• TOP OF WALL \ o y I �� CO �0 6 �y d x187.57 8 v I C WL: WATER LEVEL c, 6' I h 4 6 1l� WV WATER VALVE \Z ' -q'1 3-8"DIA \ I 12' DlA PALM PALM TREE 9 189. 06 190.66 X, CONSTRUCTION NOTES: 84.50 �/ 6 1 DO PATH 9"DIA AD 1. EXISTING TOPOGRAPHY AND BOUNDARY SHOWN HEREON o / ` o I �, 0 9 \ II / m '°;30 188.01 PREPARED BY SAMPO ENGINEERING ON 9��15 17. PROPERTY � n 2500 °o ^' " 6 DIA PALM , 5 DO PA 1H 9 7 4.0 \ ELECTRIC LINE BEARINGS CALCULATED PER CERTIF/CAT 07f COMPLIANCE \ MENT tk 8 91A P yI 4 `U II -II -II -II RECORDED ON APRIL 12, FAQ Q NO GRADING " VAULT 1996 AS DOC NO 1996-0181988. AC � I >2 DIA pqL LANDSCAPING ,� � 01• p0 THE CURRENT GRANT DEED AND COC REVEALED 6s DO PAIN �s a If_ II-. 1=1 1�1 �6 �0 x / MATHEMATICAL ERRORS THAT RESULTED IN A LOT 250p 1 I ,� S 7g67 p_-II �q 1 a f �- EL I 189.4 >90.70 MISCLOSURE, THEREFORE THE PROPERTY WAS FORCED CLOSED o F D, 5 5 = �0 187.8 ALONG THE ARC OF OLYMPUS STREET 179. 8 EP 6 �^� 5 a 1 CB = DAYLIGHT LINE o 1C o I 1� " �" 6 6 187.0 DS 0 10 �0.. [ o I 5 8 DIA PALM Q 0�' a a g8 1 r 19 .0 FL I x179.5 �'� z / 1� �> 2 4 a 1 1 2. ALL ON -SITE STORM DRAIN DRAINAGE SWALES, AND BMP 62 x N }B� 1 AREAS ARE PRIVATE AND SHALL BE MAINTAINED BY THE 19' x T � � I LANDSCAP/ G 10" G� ALM 1 10 � D/A / _ PROPERTY OWNER. 179.68 179.84 �� _� �n 1 1 EE 1 I� . O �00�° 6 3. WALL ELEVATIONS SHOWN HEREON MAY VARY DURING DlA PAL 186.�1 L 2 FC 1 87 O�h� _ " CONSTRUCTION DUE TO EXISTING GRADES AND SOIL ENGINEER �� 1I 183.98 �� M J _ g 24 DIA WAEL��OON>°NGnDEP>NOIL ENGINEER SHALL DETERMINE FINAL ' I Q i II 9 NEW ADU \g1`°° \g1�°° �'��6, TREE � WL 185.50 _ 1EDUT 185.60 ENCLOSURE1 NEW ADU I4. ROOF DOWNSPOUTS TO BE DISCHARGED INTO PLANTER, T Q �O �' o FG 185.50 - FF 187 7O Ivy �� x190.4 LANDSCAPE AND BIO-RETENTION AREAS PRIOR TO DISCHARGE / J TO THE SATISFACTION OF THE CITY ENGINEER. WATER SHALL I I " BIM 182.06 2 s PAD: 187.0 �% FF. 189.30 1% I 1 PVC RISER - 0 , NOT BE ALLOWED TO POND ON S17E AND SHALL NOT DRAIN W cn - 6 0o SCO O 8 �� PAD. 188. 60 TOWARD BUILDING FOUNDA170NS o f � J� w 8 o A/C UNIT 1 3 � 3 187 3 � 5. ALL EXISTING AND PROPOSED UTILITY LINES SERVING THE w J I I 18j 8 187 BO 3 8 \0 SUBJECT PROPERTY SHALL BE INSTALLED UNDERGROUND. I Q DAYLIGHT LINE 0 SO a 50 = 6. CONTRACTOR TO LOCATE AND PROTECT IN -PLACE EXISTING I I BUULULHS 1�350 1' I WATER SERVICE AND WATER METER 1 0 g5 F� N 14 oU�EZ 3 IEIN 7 30 7. EXISTING SURVEY MONUMENTS SHALL BE PROTFCIED 8� 51 I SD II -II // ¢% o Sq, 3 1 I. ix 18$ / x190..9 IN -PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED x 18089 x180.78 1 .70 Ep WOOD FENCE 1 ill ` 187 188 189 IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND 180..63 1 0.82 I 9 - �06 Il 1 II II -II II -=-al Imp -II 2.1 A CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED - WITH THE COUNTY PRIOR TO RELEASE OF SECURITIES A SEPARAIE MONUMENTAPON BOND MAY BE REQUIRED AT THE I NN815658E 25.10' \ 5 5 N8456'05"E 156.95' IRON FENCE DISCRETION OF THE CITY ENGINEER. E , 6 DIA RISER 8. ALL STREET SIGNS, LIGHTS, LAMPS, URLIIIES ETC. I SMH ® I 'sue TG 18235 LOCATED WITHIN THE PUBLIC RIGHT OF -WAY SHALL BE DOC. NO. 1995- 0544591, 0. R. PR01FC1F0 IN PLACE DURING CONSTRUCITON OR REPLACED RIM 181.08 I TO THE SATISFACTION OF THE CITY ENGINEER. I / 9. ALL IMPROVEMENTS BUILT IN THE PUBLIC RIGHT OF WAY C 24' MIN., U.N.O. GRASS OR TURF LINED OPTION OVER NOT TO SAN DIEGO REGIONAL STANDARDS ARE TO BE , = ANCHORS (TYP.) LANDLOK TURF REINFORCEMENT PRIVATELY MAINTAINED BY THE RESIDENT Q WHERE SLOPE EXCEEDS 57. 10. BMPS SHALL NOT BE REMOVED WITHOUT A PERMIT FROM " o THE CITY. il. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM 11 MAX. WATER POLLURON CONTROL SHALL NOT BE MODIFIED WITHOUT = =i A PERMIT FROM THE CITY. - '�/�I I I III 101� \ _ _ _ _ 12. EXTERIOR SLABS, SIDEWALKS AND PATIOS SHOULD BE A MINIMUM OF 5-INCHES THICK AND REINFORCED WITH #3 BARS _ _ _ _ _ _ _ _ AT 18 INCHES ON CENTER IN BOTH DIRECTIONS UNLESS = _ _ _ _ _ _ _ _ _ _ 11. DETERMINED OTHERWISE BY THE SOIL ENGINEER JOINTS AND - - - - - - - - - - REINFORCEMENT PER SOIL ENGINEER. _ _ 13. CONTRACTOR TO LOCALE EXISTING WATER SERVICE -I ,, j = CURRENTLY SERVING THE EXISTING RESIDENCE & EXTEND I=I = - COPPER SERVICE TO THE NEW ADU WITH 24" COVER MIN. ' i I -I NOTES 14. EXISTING UILLITIES SHOWN HEREON ARE APPROXIMATE 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. CON EXISTING UTILITIES. TRACTOR 2. FOR GRASS OR TURF OPTION, INSTALL LANDLOK TRM 450 AND MAY NOT INCLUDE ALL E TO VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. 71IRF REINFORCEMENT MAT 15. CONTRACTOR TO LOCALE EXISTING SEWER LATERAL TYPICAL I/EGETA TED DRAINAGE SWALE CURRENTLY SERVING THE MAIN RESIDENCE AND EXTEND THE n SERVICE TO THE NEW ADU 02% MIN SLOPE, USE 4' DIA PVC NO SCALE H (SDR-35) MIN. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK Q AS-BUIL T NEW SHEET SRN 12114120 CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO.. 1024 STATION NAME "134WCCS1" 2.5 DISK IN SIDEWALK 37' FROM SOUTHEASTERLY IRA FRC SIGNAL AT LEUCA DIA BLVD. & VINCENT L. SAMPO ORPHEUS AVE. Steve Nouci ) ELEVATION: 178.543' DATUM. NAVD88 SENIOR ENGINEER DEEP ROOTED, DENSE, DROUGHT 12" DIA. ABS PIPE WITH OVERFLOW TOLERANT PLANTING SUITABLE GRADE BY NOS OR APPROVED EQUAL FOR WELL DRAINED SOIL 2-3" HARDWOOD MULCH ,�� MpX• 9 186.2 FLL 18" MIN�9w 185.50 WL_ 10 ENGINEERED SOIL , - ,i� F�fil RETAINED AREA SHALL BE �&S- LEVEL AND DEPRESSED A MINIMUM OF 6" FROM THE 6" STORM DRAIN�Iunmrrv' SURROUNDING GRADE 12" MlN COURSE - 2' THICK OF 3/" CRUSHED ROCK 1/8" TO 3/8" (NO.. 8) AGGREGATE *00-RE7ENTION ENGINEERED SOIL LAYER SHALL BE MINIMUM 16" DEEPSANDY LOAM SOIL MIX WITH NO MORE THAN 52v CLAY CONTENT THE MIX SHALL CONTAIN 6521 SAND 157. COMPOST OR HARDWOOD MULCH, AND 20% TOPSOIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL. AS-BU/LTAPPROVALS UtY( LU tJr• UKAmv Gl: VlL�ALU III:I / VLS 12-8-20 INT DAIF PLANS PREPARED UNDER SUPERVISION OF DA1F• 12-8-20 �� R.C.E. N0. 44173 VINCENT L. SAMPO ENGINEER OF WORK EXP.: 6 30 21 PUBLIC WORKS N DAIF 12/14/20 PLANNING N�} ---- REVIEWER JQO 2/14 DA lE INSPECTOR JC 2/14 12" DIA. ABS PIPE WITH OVERFLOW GRATE BY NDS OR APPROVED EQUAL 2-3" HARDWOOD MULCH 9 o � o N LEGEND SYMBOL '�'o x>89.51 PROPERTY BOUNDARY I A - - Z W RIGHT OF WAY 190.25 TC FL Q EXISTING EASEMENT - - - - 190. Q ��90.57 TC 190.21 Fi EXISTING CONTOUR 320 190.30 x190.41 EXISTING ELEVATION X 320.43, (320.43) NEW CONTOUR 322 o NEW ELEVATION � 320.10 v o DAYLIGHT LINE AC PAVEMENT z DRAINAGE SWALE DIRECTION OF FLOW 25.00' 25.00' I CONCRETE PAVEMENT/HARDSCAPE a. CONCRETE MASONRY RETAINING WALL BIO-RETENTION BASIN I L DEMOLISH/PROTECT IN -PLACE 0 SCO 6 I\ I 1. PROTECT EXISTING BUILDING IN -PLACE. I 2. DEMOLISH EXISTING TREE. J. DEMOLISH PORTION OF EXISTING WOOD FENCE. 4. DEMOLISH EXISTING AREA DRAIN. I I 5. DEMOLISH EXISTING TREE STUMP. L� 6. PROTECT EXISTING TREE IN -PLACE. \ 7. PROTECT EXISTING WALL IN -PLACE. 8. PROTECT EXISTING CONC IN -PLACE. v ) I 9. PROTECT EXISTING AREA DRAIN IN -PLACE. CONTRACTOR TO LOCATE AND REUSE EXISTING ON -SITE STORM DRAIN WHERE FEASIBLE. 190 99 TC REPLACE AS NECESSARY. 190.63 FL I 10. PROTECT EXISTING FIRE PIT IN -PLACE. ®GV 190.90 TC 11. PROTECT EXISTING FLAGSTONE IN -PLACE. >90.56 Fl 12 PROTECT EXISTING BACKFL0W PRE VENTER. 190.68 wi'190.79 �a 13. PROTECT EXISTING SHED IN -PLACE. I o � 14. PROTECT EXISTING ABS RISER IN -PLACE. o I 15. PROTECT EXISTING WOOD FENCE IN -PLACE. I 16. PROTECT EXISTING STORAGE IN -PLACE. W 17. PROTECT EXISTING STORM DRAIN PIPE IN -PLACE. 18. DEMOLISH EXISTING SHED. 19. PROTECT EXITING UTILITIES IN -PLACE. 20. PROTECT EXISTING A/C UNIT IN -PLACE. 21. PROTECT EXISTING ELECTRIC VAULT IN -PLACE. �I 22. DEMOLISH AND RELOCATE PORTION OF WOOD FENCE BEHIND THE R/W. W ao 19023. PROTECT EXISTING WATER METER IN -PLACE. •43 FL 'o 0 24. PROTECT EXISTING SEWER LATERAL IN -PLACE. CONTRACTOR TO 190. I VERIFY ELEVATIONS PRIOR TO CONSTRUCTION. I 25 PROTECT EXISTING TREE IF POSSIBLE. 190.46 26. PROTECT EXISTING SEWER CLEANOUT IN -PLACE. NEW IMPROVEMENTS 1. ACCESSORY DWELLING UNIT PER ARCHITECTS PLAN. AC PAVE NT 190.49 ' 2. BUILDING ADDITION PER ARCHITECTS PLAN. 19063 Tc I >90.23 f J. STEM WALL PER ARCHITECTS PLAN. 190•30 FL I 4. CONCRETE SURFACE PER CONSTRUCTION NOTE NO 12. 1 5. CONCRETE MASONRY WALL PER SDRSD C-1. WALL DRAINS PER C-7, N 190.32 190.40 O � C-8. 6. 5' WIDE X 4" DEEP COMPACTED DG PEDESTRIAN PATH. 7. FENCE PER ARCHITECTS PLAN. I8. DEEPENED F0077NG PER ARCHITECTS PLAN. STORM DRAIN /WATER QUALITY O I 1. 24" WIDE DRAINAGE SWALE PER DETAIL 'A" 2. 12" X 12" CATCH BASIN BY NDS' OR APPROVED EQUAL. I J. 6" DIA PVC PRIVATE STORM DRAIN GRAVITY PIPE (SDR-35). 4. RIP -RAP ENERGY DISSIPA TOR PER SDRSD D-40, USE 12 BACKING 12". THICK OVER 12' DECOMPOSED GRANITE FILTER BLANKET. 5 He USE 4" DIA. AREA DRAIN II 6. 7038 SF BIO-RETENTION BASIN. SEE DETAIL 'B" 7 60 __,j8 SF BIO-RETENTION BASIN. SEE DETAIL "C" 8. 4" DIA. PERFORATED PVC (5DR-35) SUB -DRAIN PIPE M MIN 1% U o SLOPE. o 9. 6" WIDE X 18" LONG PCC HEADWALL. 3 a 'moo I 10. 4" DIA PVC PRIVATE STORM DRAIN GRAVITY PIPE (SDR-35). ps rc I 18 7 4F UTILITIES 0 189.74 FL I 1. 4" DIA. PVC (SDR-35 MIN) SEWER LATERAL 0 2% MIN SLOPE Q 2. 4" DIA. SEWER CLEANOUT PER SORSO SC-01 189.76 x189.98 ^ a I r EXISTING EASEMENT• � A PRELIMINARY RILE REPORT PREPARED BY TSl TITLE COMPANY OF CALIFORNIA, INC. DATED SEPTEMBER 6, 2017 AS ORDER NO. 63585559 HAS BEEN REVIEWED FOR EXISTING ON -SIZE EASEMENTS SAID REPORT REVEALED NO ON -SITE EASEMENTS HOWEVER THE OWNER PROVIDED A L NEW EASEMENT DOCUMENT THAT IS PLOTTED HEREON & REFERENCED BELOW. E A AN EASEMENT RESERVAPON IN FAVOR OF THE SAN DIEGUITO EEP ROOTED, DENSE, DROUGHT WATER DISTRICT; LEUCADIA WASTEWATER DISTRICT; AND THE i TOLERANT PLANING SUITABLE CITY OF ENCINITAS, FOR GENERAL UTILITY PURPOSES FOR WELL DRAINED SOIL RECORDED MARCH 28, 2019 PER DOC NO 2019-0111683, OF Q OFFICIAL RECORDS 30 MAX 9 IEptr 182.66 18' MIN\;` 182.65 WL I qWNM �• OQROFESS/ON9l o ENGINEERED SOIL \ - //� / RETAINED AREA SHALL BE �c�, N� L S LEVEL AND DEPRESSED A �� V� q 2 0 Z N MINIMUM OF 6 FROM THE 6" STORM DRAIN PIPE f- O ��% �� SURROUNDING GRADE" w No. 44173 o m z c ,, . CHOKER COURSE - 2 THICK OF � - 12" 79.23 BTM //�, •� s s 06-30-21 W CRUSHED 1/8 TO 3/8 (NO. 8) AGGREGA>F J�q C 111 ��Q ' W *8I0-RE7ENRON ENGINEERED SOIL LAYER SHALL BE MINIMUM 16" DEEP SANDY LOAM SOIL MIX WITH NO MORE F0� Q rZi THAN 510.' CLAY CONIENT. THE MIX SHALL CONTAIN 65% SAND 1510.' COMPOST OR HARDWOOD MULCH, AND 20% TFOF' CAl 1 TOPSOIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL. 01 W d� j 810-RETENTION BASIN DETAIL 1.0 5 0 10 20 ENGINEERING D/V/S/ONAPPROVALS RECOMMENDED: APPROVED: Steve, Nowak/ SIEVE NOWAK EDWARD J. WTMMER 12/14/20 DATE DATE NIS F � NEW SHEET SCALE: 1" = 10' s z w J CITYOFENC/N/TAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 2 SIMPURED GRADING PLAN FOR. O 1368 CA ODOR STREET 14394-SG SMITH/ MANC/NELL/ ACCESSORYDWELL/NG UNIT APN.- 254413-30 2A PLANNING CASE NO: N A SHEET I OF 3 0 \ 7EMPORARY SILT FENCE PA' ' C ` P ),i ! CHECKDAM PER DETAIL 'f' i TEMPORARY SILT FENCE j t PER DETAIL H' AND CASQA AND CASQA DETAIL SE-1 STANDARD SE-4 PER DETAIL H' CRUSHED AGGREGATE x189 51 S _ . -.. , __— _-.-- _ _ . ,p� N8435 17208 , n ��° D CASQA DETAIL SE-1 r GREATER THAN 3 °9 BUT �r ; r AN \ \ _ J _ _ _ _ _. _—... _.. __ -. _� j , •'-1go. MALLER THAN 6 ' - ✓ TV - FL •3 SD i __ �. Il It j ' (, 25 FL EXISTING -:., ' 190• 12" M1N ILER FABRIC ---� — - -- — S\� - C 4 l,- 7 _4_ 1 sp 13 _ rv, �9 ,-, titi 185 _ f r �1 ! _ GRADE \� 3-! ,pr •--- ,r- ___ -__ .__._. _ c _u ____, .� ��-� _—,_--.._�-- - Z l .L v i t,N ,90s0 s~ 3 - , _ o f i �'-� , I I SECTION A -A .90 EP �` n '� f \ �� / �-� .i ! I�� 1-.��/ I ! NOTE CONSTRUCT SEDIMENT / i uGO'� '`lam { 86(x; t ,' I L I , I x18, 4 / x1828 I iEc � x1 }- )E77� \ Egg M1� �j `8 t 20'R BARRIER AND CHANNELIZE RUNOFF r I 8 ! I SC ��%} 2 n� 15ir i5 I TO SEDIMENT TRAPPING DEVICE Qi`� ��n / \ ! MIN. x18(14 /� } 1N 1 p• �' x { 24 DlA .P'£F 7 i / t 1 l I 7 I&I iE tf1 / A WIDTH REQUIRED �`�' ��, t{ \h v � , I� it I ? ,-- — Id0 G'RADIIJG -` / I �{% ! 4 $; / % ADDI T ON T 1PICAL INLET PROTECAON ! I , .t�] 11;r' ; `' SEE CALIFORNIA STORMWATER QUALITY i , , ; " a\. ; TO ACCOMODATE PER DETAIL G & CASQA d vG `` '` ' ./� / }} ASSOCIATION (CASQA) STANDARD DWG. N0. FF° 185 96 r ANTrcIPArED � _ ! I I n TC-1 FOR ADDIAONAL INFORMA7ION i 1 f DAYLIGHT LINL �? , �` lI x1766 / - >* I j ! x179. / ` f / �1 r ' 1 I / _ 1 P e DETAIL SE 10 �` 0 w �, 11 k - ? 0{ _ . 15+ \ �/ r x18z81 I ' PAD: 185.,3 x, 6 rt4 1b5n ; TRAFF�c — CORRUGA LED t ; x17%2 j i i, r / — o A !6 ! A 1 ItiDS(,'APiFv r g/ , DAYLIGHT LINE v ® ( a / _ I I STEEL PANELS 4 � \ � 1 ,� �, : _..._�a4_ _ / il---CI------\t r \ � v._.(....,� � - 9" ,9(A AQ � � '` , ' ' I ; I j 11 / \ I \ 1 \ , WL 182 65 — f D -r x' 98__._88�. , �� I I 25' MIN FG 182. l IV \ l E 1 r i 1 BTM 17S 23 185 3 I TAP 2 �'` CB LS....L `: j ! i MATCH EXISTING GRADE x17,18T9 r — , ' 1 74 -- 1 24 DiA PALM / ; " I -r 186.19 2 Tc I ! k L_ 1 _182.98 IM , r / H i -- 1 - F o ��' ! - o *Azl / t� i �____- - B5.7I 8_ PROTEC �� d � �'' r24 TR r� TYPICAL STABILIZED CONSTRUCTION ENTRANCE /I srG� r ' �G \qJ�..• G"A!/' ,f;; GIN" " Pl, ( f } ``e`5 gj PER DUM *G & CASQA i _ f L �. / - 1 c / > �r,NC /1 1 6 �, 1 i J1q(l 2f ! NO SCALE Z4" DiA PALM I ,� DEW 10 4 ? I + NOTE. GRADING INSPECTOR MAY ALLOW CDRRUGA LED '"` f ` I ; ` i I I SLf _.' j 11 �_ % .� ( \ r / ; .f g 1 4 1 - s Q(� r I I STEEL PANELS ONLY WITHOUT AGGREGATE 18& 58 x178 x17B.3 p� :� w rah o ��` \ICJ ,! x� i �` a v 1 /n_' i r 1 15 ! /J fi +� i! CON" g �\ �h�' \ j 2h /A tviv 16' !% _ 4"DIA AD ! 1914 R411A - / TO 183, DDpj ST'JMi' i 45 e r'}OJ ; 9J 7 ri FLAG i � g NO 'RADGr`G --''( I °y 4! � n lr_ A / 1 7 #'� !`Y� 24 W9DE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWATER QUALITY x I , `I LAND,SCAP,rNG ' -r j n;� I a -`- X I l ` NONE' �, `� C� 1 i8 D1A IrFc':. FOR DRAINAGE OVERILOW ASSOCIATION CASQA STANDARD DWG. NO. \ \ cn\ 1 ; �7 I, � 17fi 58 j N � v ,�, ; , I - � � I I ' /9�'. 68 R WHERE NECESSARY SE-4 FOR ADDITIONAL INFORMATION 183, RAI7 f " 2 BACS HICH TYP 177 — , l \ f / 1 i NO GRADING x \ / k\1 Ij �� I1 y4 �r 87,6 C %max?/A j \ _\ 1 J < \ vq \ P ° - ( 8 1 k17S.6Z `>-� fFt�.71/RE Sh`(3Lp \ �4 \ 3 ' � � 1t�y3�,' 774` 1 � � �\ � 183.13'=`' 4��> ��-� � I� ; _ '' / g I1 � 6 � .' J `\. j +� ' /J1A AT s,, Y/C i1 v j 5 I C� q4, �� TG 183, 04 a I APP,40X. SEWEfj�L 18757 / / 1011 ` 4 . } t'OXSG 6Yt:R LATERALc \� ` ;z• o \ j -\ LATERAL t?ER 816�/ Si \ \ � _ ! - -- —� P Q. -Szg— }g(.56 I— - �i r �� `''C 52 C%8i74y ,` r r ,r /f ��' f I p�pN pF WOVEN FABRIC GRAVEL BAGS i `� } � \ �. �� r I 1)r• � /, ,� 1 I D1R� STAGGERED (TYR) \ W c? `z� + / f \ : C r�f9721 � f ( I \ i ` 85vv v 2-8 DIA -C �� l + n s, r - - 178 I I PALM TREE /1 CONSTRUCTION ENTRANCE 877J BUILDING c , I ARY srABILIZED T YPI CAL VELOCITY CHECK DAM .., �78D3 EP \ ry 7 , � � � %<_ ; `� i i t <,r a �STNRE.SrfOLD BL;lL1J/NG '� � l I x 1 m a PER DETAIL 'E' AND CASQA"`�16\\ I , TC / ..: 178.14 9rJ.7Ys F 105 I �, i `i . d 183.23 G, ti, i 's� DETAIL TC-1 43 � NO SCALE \ o! ` �:�� j ; '. O P,r 4 187. 18 t 1gC 10" 2/A r'4/_Afi / 84.20\� I 1 _ q�- — i f 35q b 30} ( 5 6� 52 17827 �o. i ( { 8 �\ 2-24" Dl�1 ` c? 4S 4/ DIA PALM v I� ' ;PAL I\ a 8435 M i;T'cf y� ��s p GF�1jHR 187,81 /(� ! ! ! - 1/ y� � £SHOED SEE CALIFORNIA STORMWATER QUALITY o ! > I ( r 4" PVC PIPE FOR DRAINAGE I CA OPY _ I a CONCRETE < DEPENDING ON FIELD COND1110NS �✓? I / I ! ✓i I I 6 ! 18i.4.., �r �R ! � ASSOCIATON (CASQA) STANDARD DWG, NO. s v 8 .,..I dEWri Y, c v . x'87, 44 SE-10 FOR ADDITIONAL INFORMA 110N `\ \ V. f'��; �\ �, 0 1 kl I i f . _ onT j / 1 Y! i, I ? '\ CO y a.. � d 1-8' DIA 81.5 I ` 63 jG � IEA�ARARY I�EIOpTY QYECK DAM PD? DETA� „ CASQA � 25 00' ��-- ` / /I� \ ` 1 r N g' DIA P9L,�1;\\ \\ \" 1 9 TAND SE , 4.0 ` 18i:5G1 f', ! 190.32 \, VA 6NT 1 1 . r NO GRADIN / .1 11 8 DIA P !M _ \ �` TYPICAL MEET PROTECAON _ I I I WOVEN FABRIC GRAVELBAG AC ) 1 J i ! // i ` �'E� LAN'DSCAPiP'G - r °k # ;,� °p 10 g� �' I I I I —I ( I ; r 12 DIA PAL � 1 �' � ?`� , � , PER DETAIL G &CASQA G ' _\� _ 7� s a<s . 1$&.5 -Il. T� 17,ra ;I- ^ 2 �b DETAIL 5E-10 Q T 7 I I 2�� c ! I (; (�----' 'I } 43, P1A_ l_ 1'�: I k 1 1�6' R— ( I TYPICAL INLET PROTECTION T v \ 8" DrA PALM Q C, EE j8/ _ �4/ 10 A'.IGHT L!,"rE 9 6� rL x l! 179.5 ^� I I z I \ ��5 '' 3 v \7 a' $ y 1?g IANDLCAP,rIJG ,•-'` ALr -z r 2 _., , a' / /.q ' 10 G A w r t81.7 13 - �I ` L p - 1 1 17,7 V'fl � � c��.. , ' � � i' '\ a`""`"'_ ""'. -''••q �� t i �.� .�� t '—y/ -'( � '�• �� I'; '` �` _— __ _._ _/v" ) �. -'T S A Y/y' sC4 �0 R 98 �1DIA ,°A �i `_ " i PBa _' q1 Aij 0 ?¢ f 1 ! L,. \ r \ �� / •g 1 - '.n ! t- $ e , q j ! \ — \z NL ADS r` i x ! i GtvC �..R 1. SET POSTS AND EXCAVATE A C�r714" WIDE X 4" DEEP r !8 . °\ @J t ---� .•" >d/r' 1 r v Z, 185,.0 i l r f I u+, 8 � ` Y , i TRENCH UPSLOPE FROM AND 8 D8 _ PA:. "87 n FF 1 0 i, = r i . I ! ( f 7EMPORARY SILT FENCE 1 ! i a SHED F r 1q j t` I IALONG THE LINE OF POSTS PER DETAIL H �� 3 16, R 6 ! ! / ! 0°° j r ' 2 AND CASQA DETAIL SE 1 0 ��_ ` d L$ '� f1 I t30 g •— 1. I s 3 DAKIGH BOULDERS j 5t } 4 x1905 6�18�17,9 }� 1-- - 1 C fl _ I c� x x EP � ;� _.__-- _- x18D 89 180, 78 _ .._!' 9 I WOOD FENCE ( l / 187 i8063 �0.6 �° `. y. 1188 _4 j� 78 r: I I : 4 INCHES L I( ( CH I ir N8136'SB 2500' 15 N843605 15695' 11 MA TO i j j1-J r;f 2 ATTA THE SILT FENCING < I ( \ W 16" D.rA RISE R ' TEMPORARY VELOCITY h,nc - __.. - THE POSTS AND EXTEND j 2"X2"WOODEN INTO THE TRENCH. J. BACKFILL AND COMPACT THE > CHECK DAM PER DETAIL F' ` I $ EXCAVATED SOIL. SMH !>� I TG 182.35 AND CASQA TEMPORARY SILT FENCE t POST OR RIM 181.08 { ( l I !i 44591 9 i rr 7 STANDARD SE-4 PER DETAIL H' f APPROI/EDCL " ` f 1 y r . AND CASQA DETAIL SE-1 ! I i EQUAL I III I I II �� I�III I II FILTER FABRIC Fes: _ WIRE r- � �II�II�II�II�II�II�II >lIG - J I�Ir 'II�II�II�II�IL�II�II�IF -' DES/LT/NGBASINNOTE.° �`� v�a� L. RIORETEN77ON BASINS SHALL BE EXCAVATED AND USED 2 �' AS DESIL ZING BASINS DURING CONSTRUCRON, THE SILT c� o m NOTE N V) w No. 44173 r*� SEE CALIFORNIA STORMWATER QUALITY ^ O z SHALL BE COMPLETEL Y REMOVED AND THE HIORETEN77ON oc ALTERNA8ff SILT FENCE CONSTRUCTION MAY BE USED ASSOCIA170N CAS BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS � 06-30-21 K IF FIRST APPROVED BY THE ENGINEER OF WORK AND (CASQA) STANDARD DWG NO SE-1 FOR ADDITIONAL INFORMATION t� ACHIEVED, PRIOR TO OCCUPANCY AND/OR RNAL `J� C I v 1\- �Q THE INSPECTOR 0. z 9TFOfi CA��F�� ^ w E TYPICAL SILT FENCE z N 10 5 0 10 20 NTS H > E� j .W SCALE: 1 " = 10' Q' � W a CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ASBU/LTAPPROVALS DESIGNED BY. DRAWN BY. CHECKED BY I 1 vLs ENGINEERING D/VIS/ONAPPROVALS CITY OFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWINGNO, AS- BUILT /ZN 12 14 20 CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO. 1024 Q INT DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMEN E : APPROVED: SIMPLIFIED GRADING PLAN FOR.• Z STA77ON NAME "1341MCCS1 " 2.5 DISK /N SIDEWALK 37' FROM -° 12-8-20 PUBLIC WORKS N� ____ 9368 CAUDOR STREET SOUTHEASTERLY 7RAFRC SIGNAL AT LEUCADIA BLW. & NNCL7YT L SAMPO DALE DATE 23 Za �4394-SG 1 ORPHEUS AVE PLANNING NA ____ v �. SMITH/MANC/NELL/ACCESSORYDWELL/NGLINIT R.C.E, NO. 44173 S7E A WARD J, WIMMER Ste vex Nowak/ 12 /14/2 0 REVIEWER JQO 12/14 VINCENT L SAMPO _ / � 1 J�1 - / / APN.• 254-013,30 ELEVATION.• 178.543' DAlUM.• NAVD88 SE E NEE DA1E �INSPECTOR �'C 12/14 ENGINEER OF WORK EXP.: 6 30 21 6 d �-/ L1 �l /'lwj�p DALE DAlE PLANNING CASE N0. NIA SHEET 3 0F3 Q