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2022-19520 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE 1, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT COLLIN WE/TZMAN AT 650-759-1602, 24 HOURS A DAY. PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. 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 DRAINAGE NOTE CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. FORA MINIMUM OF 5 FEET A T 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 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. UTILITY NOTE 5. THE ITIONAL AS V BE REQUIRED BY THE CITY ENGINEER DUE TO AN NTRACTOR SHALL INSTALL UNFORESEEN INCOMPLETE GRADING OPERATION OR CIRCUMSTANCES WHICH CH MAYAR SESURES ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THA TARE UNSAFE OR ARE POTENTIALL Y UNSAFE. GENERAL NOTES 7. ALL EROSION CONTROL MEASURES PROVIDED PER THEAPPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. DAY. 2 THE SOILS REPORT TITLED PRELIMINARYGEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS, PROPOSED ADDITIONS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN AND REMODEL TO EXISTING RESIDENCE LOCATED AT 1155 ARDEN DRIVE, ENCINITAS, CALIFORNIA," PREPARED BY ENGINEERING DESIGN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SIL T AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. GROUP, SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE INACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT 10. SHOULD GERMINATION OF HYDRO -SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. CONJUNCTION WITH IMPROVEMENT PLANS. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION, AND TYPE OF DRAINAGEFACILITIES, NOROFIMPROVEMENTSWITHINSTREETR/GHrOFWAVS. STORMINA TER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. STORM DRAIN SYSTEM. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM RE-ESTABLISHED AND REPLACED BYA REGISTERED CIVIL ENGINEER ORA LICENSED LAND THE CITY. SURVEYOR. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FOR CONFORMING TOALL LOCAL, STATEAND FEDERAL SAFETYAND HEALTH STANDARDS, LAWSAND REGULATIONS. FACILITYAND/OR THE TURF/LANDSCAPED AREAS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OFA STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN BETWEEN THE HOURS OF 5:30 FM AND 7.-30 A. M. NOR ON SA TURDA YS, SUNDA YS AND CITY RECOGNIZED HOLIDAYS. DISCHARGES TO AN ADEQUA TE IMP/BMP. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING 5 DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE /T TOANADEQUATE IMP/BMP. MEETING SHALL BE SCHEDULED WITH THE CITYAT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED ORAL TERED WITHOUT A PERMIT FROM THE CITY. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY 7 THE INSTALLATION OFADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAYREQUIRE THAT THIS PLAN BE REVISED OR THAT WITHALL CONDI TIONS A ND REQUIREMENTS THE CITYENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. A SEPARATE ENGINEERING PERMIT BE OBTAINED. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. LDEV-019520-2022 HAS BEEN REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE 12. ALL GRADING SHALL BE INSPECTED AND TESTED BYA QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECTAND TEST ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OFANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 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. NOTIFICATIONS 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITEAND SHALL 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BYA TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE CONTROL MEASURES HAVE BEEN INSTALLED. 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 14, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE COMMENCEMENT OF WORK: UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE A. SEWER- ENCINITAS SANITARYDIVISION- 760-753-5018 CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT- 760-633-2650 15, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. D. TELEPHONE - SBC BELL - (760)-489-3411 THE SLOPES OR EXCA VA TIONAND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORKAND E CABLE TV - COX COMMUNICATIONS - (760)806-9809 X-2233 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 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: ROUNDED INACCORDANCE WITH THE GRADING ORDINANCE (760)-633-2770. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED WITHOUT SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OFANY SUCH MATERIAL. SAN DIEGUITO WATER NOTES 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THEAREA FROM THE TRUNK OFA TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IFA CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, 2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. PROJECT. 18. IF ANY ARCHAEOL OGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTL Y DISCOVERED GRADING ACTIVITY, THE 3. ALL EXISTING FACILITIES, WHICH MA YAFFECTFINAL DESIGN, l.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL WATER DISTRICT BE DETERMINED BYA QUALIFIED ARCHAEOLOGIST HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVEAMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATARECOVERY SERVICES BEFORE GRADING ACTIVIT/ESARE ALLOWED METERS, VALVES, VALVE BOXES, ET.) WHICH IS AFFECED BY THEIR PROJECT. ALL AFFECTED WATER FACILITTES MUST MEET CURRENT TO RESUME. 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. 19, AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONS TRUCTIONACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES, IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S 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 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. lF SUCH A 7 ALL WATER SERVICES TO BE CONSTUCTED CLEAR OFDRIVEWAYSANDALL OTHER TRAVELED WAYS. DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THEAREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN 8. CALIFORNA STATE LA WASSEMBL Y BILL AB-1953 /S REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010, IN COMPLIANCE WITH THIS LAW, THE DRISTRICT SHALL REQUIRE ALL MATERIALS TO CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF BE NO -LEAD BRASS PARTS. THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPTIN SITU("IN PLACE'), OR INA SECURE LOCATION IN CLOSE PROXIMITY TO ACCORDANCE WITH WC-17 OR WC 18, WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. S STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTR UCTION ACTI VI TI ES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISHAND USEANADEQUATELYSIZED 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 POSTA SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITEACCESS 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 ROCKAND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATIONAND GRADINGACTIVITIESAREALLOWED DURING WET WEATHER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFFAROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELSAGAINST EROSION USING PERMANENTAND 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,- THEYHELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELDAND 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 MATERIALS SHALL BE CONTAINED IN SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES 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 REQUIREMENTSAND 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 STRICTLYPROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITHANY 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 LANDFILLSAND TO ORDER DUMPSTERS CALL EDCOAT (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 STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECKAND CLEAN UP MATERIAL THAT MAYHAVE TRA VELEDA WAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITYOF ENCINITASAT (760) 633-2770. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = 1.6 FT MAXIMUM VERTICAL DEPTH OF FILL = 1.5 FT CUT = 20 C. Y. FILL = 70 C. Y. AVG. CUT 0.3' IMPORT = 50 C. Y. AVG. FILL: 1. V REMEDIAL = 330 C. Y. * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY 0 VEREXCA VA TION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOTABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. SHEET INDEX 1 TITLE SHEET 2 GRADING SHEET 3 EROSION CONTROL 1:2 4 4 myly[e]_:1_2&1 OL)2/15/2023 DATE SIGN e7o]1J6- OPL 2/15/2023 DATE OWNER/PERMI TTEE COLLIN & GRETCHEN WEITZMAN 1155ARDEN DRIVE ENCINITAS, CA 92024 SITE ADDRESS A. P. N. : 1155 ARDEN DRIVE & UNIT 2 258-343-14 ENCINITAS, CA 92024 LEGAL DESCRIPTION THE NORTH HALF OF LOT 18 IN BLOCK "D" OF ENCINITAS HIGHLANDS, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2141, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY DECEMBER 4, 1928. ZONING REQUIREMENTS R-5 TOPOGRAPHY TORGERSEN SURVEYING, INC. ON DECEMBER 13, 2018. OWNER'S CERTIFICATE 2 ;U -F 0 m Z 0 SITE AN A E DR VICINITY MAP NTS 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 STABILITY OF THE SITE. I (WE) HEREBYAGREE TO INDEMNIFY, DEFEND, AND HOLD CITYAND 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 WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S 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 WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. o-' SIGNATURE: L''DATE. 1 /24/2023 COLLIN WEITZMAN DATE: 1 /24/2023 GRET HEN WEITZMAN SOILS ENGINEER'S CERTIFICATE 1, STEVEN B. NORRIS A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OFAPPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JANUARY 2019. 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. SIGNED: STEVEN B. NORRIS, P.E., G.E. QRpF ESS/04, 9 GE NO.: 2590 ��� �EN B . NOR�,7 EXP. DATE. 1213112023 JOB #. 186064 1CD w GE 2590 m ENGINEERING DESIGN GROUP cl-' G E O TE C H N I C A L 2121 MONTIEL RD SAN MARCOS, CA, 92069 sT9TF OF CAS\Fp��\P STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALL YACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPA C/TYAS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER /S NOTA DETERM/NA T/ON 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 BODIL Y INJURY ARISING SOLEL Y FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WI THIN THE COURSE AND SCOPE OF SUCH AGENCYAND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE.' �' DATE.. 12/13/2022 BRIAN M. ARDOLINO RCE No. 71651 PASCO LARET SUI TER & ASSOCIATES 119 ABERDEEN DRIVE CARDIFF, CA 92007 RCE EXPIRES 12-31-23 IMPERVIOUS AREAS IMPERVIOUSAREA PRIOR TO CONSTRUCTION: 4822 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 4396 SOFT eROFESS/0* A Roo �ia: zl� m No. 71651 EXP. 12/31/23 F OF CA INCREASE IN IMPERVIOUSAREA: -426 SOFT PASCO LARET SUITER IMPERVIOUSAREA REPLACED: 0 SOFT TOTAL AREA OF LAND DISTURBANCE= 9,562 SOFT o n lSS0C QT 2S San Diego I Encinitas I Orange County Phone 858.259.82121 www.pisaengineering.com BMP PROJECT STATUS PARKS AND RECREATION Ed 5z�eeeety 02-22-23 SIGN DATE R. �� I -CI SAN DIEGUITO WATER DISTRICTI ENCINITAS FIRE DEPARTMENT SIGN �O2/1612023 DATE StP ve XeUy Qaffrey 02/21/2022 SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED EAL+__ DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS (KV) CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JQO JQO I BMA DESCRIPTION: ENCINITAS CONTROL STATION ENC-48 LOCATION: 2.5" BRASS DISC IN THE NORTHWEST CORNER OFACONCRETE DROP INLET ON THE NORTH INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 1/24/2023 R.C.E. NO.: 71651 �' BRIANARDOLINO EXP.: 12/31/23 R CO M DED: APPROVED: M CHAEL STRIZIC JI T. BANKSTON PRINCIPAL ENGINEER C ENGINEER 02/24/2023 3/07/2023 DATE DATE TITLE SHEET FOR: WEITZMAN RESIDENCE 1155 ARDEN DRIVE & UNIT 2 (ADU) APN: 258-343-14 CDP-004137-2020 LDEV-019520.2022 PUBLIC WORKS BRIANARDOLINO DATE PLANNING SIDE OF SANTA FIE DRIVE WEST OF 1-5 AT THE NORTHEAST RETURN TO SCRIPPS HOSPITAL. PRINCIPAL ENGINEER DATE REVIEWER ELEVATION: 173.376' DATUM: NAVD88 INSPECTOR SHT 1 OF 3 2 O U U Uz LULU gw U z 00 c) z Q Q J w � ~O �z U) J w O �m Q� J Q m O U Q a75 u1 w� Q N z o0 c L N w w o zLO 0" z= wm PLSA 3227 �+ I EX. MODIFIED TYPE G-2 CB \LEGEND NOTES TOP OF GRATE 142.83 FS 142.84 �I EX 30" RCP IE IN 136.46 _ _ i EX 30" RCP IE OUT 136.42 PROPERTYLINE O1 APPROXIMATE LOCATION EXISTING SEWER LATERAL. CONTRACTOR TO 18 RCP 1 IN UTION►! HIGH PRESSURE GAS. CONSTRUCT SINGLE G-1 CATCH APN 2 5 8 - 3 4 3 -13 RIGHT-OF-WAY LINE VERIFY LOCATION, ELEVATION AND CONDITION. EXTEND W/4" ABS POC. BASIN PER SDRSD D-08 - - EASEMENT LINE TG 143.0 CUT TO THE WEST, O TOP SWR 12 �� PVT PVC IE 137.3 FILL TO THE EAST, 8" OVERFLOW RISER W EXISTING WATER LINE 2 STORM WATER BIOFIL TRA TION BASIN. 120 SF, FG = 140.2, 60'X2' ±135.5 �� TG 141.03 AREA FOR STORM WATER QUALITY TO BE PRIVATELY MAINTAINED AND NOT BTM WTR 18 PUBLIC RCP IE 137.0 EXCLUDING BMP TW 141.3 S EXISTING SEWER LINE ±139.1 WHICH IS IN A CUT 4"PVC @ 1 % TW@FG 141.2 6" PVC IE 138.1 11 TW FG 141.7 �� TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 10 6" BACKWATER PROTECT WALL 1'X1' COBBLE PROP. OUTDOOR SD EXISTING STORM DRAIN LINE CONDITION o BW@FG 140.2 BW@FG 140.2 10 NOTE: CONTRACTOR SHALL MARK 7 VALVE BY NDS 6 PVC @ 1 / IN PLACE RIP RAP KITCHEN & BBQ C FS 143.4 g TF 137.8 3 CLEANOUT THREADED CAP AND SQUARE PLUG BY NDS OR EQUAL OUT AND POTHOLE EXISTING IE 137.3 TG 141.4 TG 141.5 4" SD IN TG 141.5 TF 137.8 G EXISTING GAS LINE UTILITIES PRIOR TO I 3 IE 140.8 IE 140.6 IE 140.2 IE 140.3 2 X EXISTING FENCE _ °57'16" E 144.93' _ _ _ _ CONSTRUCTION OF STORM DRAIN 13 143. ® DEMOLISH EXISTING TREE AND SHALL NOTIFY THE EOW IF D _ _ - - - -138 - - - - EXISTING CONTOUR LINE 16 EX. EDGE OF = - ANY DISCREPANCIES ARISE. _ E_ PAVEMENT PROP. SD = 138 PROPOSED CONTOUR LINE O5 6" BY 16" FLUSH PCC CURB. SEE PERVIOUS PAVER DETAIL BELOW. o CLEANOUT TG 142.0 � 6.6 /o � o MAX CUT 14.5 I I~ RIM 143 2 IE 141.0 II 1 I T 140.4 o PROPOSED BUILDING FOOTPRINT I LOCATION - 1.6' © 48'XT PERVIOUS PAVERS. SEE DETAILS BELOW. CL TO FL 12 T ❑ N Nf 2% IE 140.4 TW FG 141.7 12.0' FS 143.4 SED BW@FG 141.3 I PROPOSED PERMANENT BMPAREA, SEE DETEAII THIS SHEET. O SAWCUT LINE (TYP) FL 143.1 FG 142.2 OUTDOOR POOLPROPOPER FG 142.3 - CENTERLINE OF ROAD EG 142.5 SHOWER FG 141.8 FS 141.8 8 PROTECT EXISTING WATER METER AND SERVICE IN -PLACE. ADJUST BOX TO I 8.0 14 EG 141.2 SG 141.4 SEPARATE O GRADE AS NECESSARY. 1 � 142.1 HATTACHED PROPOSED FF EG 141.5 PERMIT EXISTING RETAINING WALL 5T141.2 GARAGE LIMITS OF i42'47 ( 12 EX STUMP If) TO REMAIN PROPOSED RETAINING WALL PER SDRSD C-4 I I � FF=142.47 GARAGE DEMO POOL O9 PROTECT EXISTING UTILITY POLE IN -PLACE. o C� 6 2% FS 142.2 o FF 142.47 TG 141.4 PROPOSED ARCHITECTURAL WALL 1 /o PAD=141.8 PER GEOTEH N � I W 4 p SG 141.7 -- EG 141 44 IE 140.E I o a 1 PROPOSED SINGLE FAMILY H PROPOSED CUTIFILL LINE 10 PROTECT EXISTING SURVEY MONUMENT IN -PLACE o a EG 142.� x R�=r�o. RESIDENCE ADDITION 2ND FLOOR x 143.55 ADDITION o o PROPOSED 4"PRIVATE PVC STORM DRAIN U.N.O. W 1�13.1: Q Q ao 6 5% FF=142.47 1 /o 0 1 /o 142.2CONSTRUCT RETAINING WALL PER SDRSD C 4 z I � IA A r 8" NDS DURA TRENCH PAD=141.8 1 �0 TG 141.4 jffG „ 2ND FLOOR IE 140.8 o = PROPOSED 6 PRIVATE HDPEATRIUM GRATE z FL 143.2 ° DRAIN OR EQ fAL ADDITION IE 140.5 o 12 CUSTOM PERVIOUS PAVERS. 5" THICK PCC OVER 3" THICK 3/4" CRUSHED g ENHANCED �/ ROCK. 3" WIDE MIN. GAP. o X o TG 142.1 PCC PATH x DK=142.26 2% 4" PVC @ 0.5% MIN. I A "' 12 �} IE 141.6 FF FS 141.8 I 142.47 FF 12 � SG 141.4 FG 141.5 I � 0li ±27 LF 18" PUBLIC RCP STORM DRAIN AT 1 % MIN. ` v TG 141.4 13 =1 e51 3°. 142.47 DEMO EX. EG 141.3 14.5S�1�3�:2e ° b: °"�° NOTES: x FS 142A = X rn o CL TO FL , � , e E o1ASe1 ,': >.e:•..,;:s STAIRS Ez EG°14:�:4: I IE 140.7 TG 141.4 0 �" CN 1. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED x w r 1% ° I E 140.8 1 /o UNDERGROUND. 14 CONSTRUCT SEWER CLEANOUT PER SDRSD SC 01 I IE 40.6 1 /o �� w I � 7 °. b.. o'. P.°. e:°..�: '. b ', e'. P.°, e:, e:, e: FS 141.8 � - FS 142.2 SG 141.4 I z 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR 15 CONSTRUCT 6 THICK DG PATH X 6 1 x DK=142.98 �71 I' 1 '1 x F EG 141.3 FS 142.0 N �� BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. E:]EIL SUCH POINT SHALL BE REFERENCED AND REPLACED WITHAPPROPRIATE 16 TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING I I I FG 143.6 FS 142.2 MAX FILL FS 142.2 U I Q MONUMENTATION BY LICENSED LAND SURVEYOR ORA REGISTERED CIVIL w SDCO EG 140.9 LOCATION - 1.5 iid�_j EX. 6 WIDE PUBLIC UTILITIES ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR 1 �13.3 RIM 143. EX. WOOD DECK & (TS 143.5) / EG 141.6 EASEMENT GRANTED TO SDG&E RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND IE 138.5 REPLACE TURF STEPS EXISTING ADU UNDER RECORDED FEBRUARY 17, 1931 IN C 5 FG 143.5 EXISTING SINGLE FAMILY TO REMAIN SEPARATE PERMIT C BOOK 1866, PAGE 147, DEEDS SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND FL 143.4 LANDS PE EX WALL TO BE RESIDENCE TO REMAIN - BLDR-013721-2020 SLL STREET S SIGNS, EX. GAS FG REMOVED TO PL FF=143.72 � 4�- � FF 142.22 3. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC SERVICE I 1 3 143.8 143.47 143.72 - 67 PAD 141.5 I 4 9 RIGHT OF WAY SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION OR 20' APPROX. z I EG 143.6 EX. SUBFLOOR EX. BMP TREATING PROTECT EQUIPMENT REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 12' 8' LOCATION 2% 0 40 98 \ I : I PAD IN -PLACE 4. ROOF DRAINS SHALL DISCHARGE TO LANDSCAPE AREAS DESIGNATED FOR STORM 1 1 2 5 5.5 I = 2 O v ^ ^ EX. GAS METER ACCESS ! o ADU 141.69 I WATER TREATMENT PRIOR TO DISCHARGE FROM THE PROPERTY. DIRECT EX. PAVEMENT � o � CL TO P/ EG 141.E i? �) 2% 5�/0/o I I 15 5' MIN FS 142.9 J- - ' , • •FCC 1 CONNECTION OF ROOF DRAINS TO THE PRIVATE STORM DRAIN SYSTEM IS NOT o ' 10 ALLOWED. r _ 143.5 W 43.94 2" GRIND AND w FL143.6 TG 143.6 TG 142.9 T 141. TG 141.5 g N 89°57'18" E 144.94' TG 141.4 ABBREVIATIONS SAWCUT LINE z G 9 IE 139.3 TG 141.3 TG 141.3 ° 141.87 OVERLAY Q IE 138.7 IE 138.9 IE 139.1 IE 139.7 PVT 12 PVC @ 1 /MIN. IE 139.9 TG 141.7 (TYP) SEE PERVIOUS PAVER 10 IE 139.5 FOR OFFSITE RUNOFF IE 140.1 SECTION w 4� 8 PROTECT EX. COLLECTION TOP OF WALL @FINISHED GRADE TW@FG FENCE IN PLACE A P N 258- 3 4 3 -15 APPROXIMATE LOCATION OF EXISTING INSTALL 4" AC OVER 6" CLASS II AB OVER w BOTTOM OF WALL @ FINISHED GRADE BW@FG 12" AC WATER MAIN PER WO-82-1-3 NATIVE SUBGRADE COMPACTED TO 95% I I TOP OF WALL TIN REL. COMP. OR TO SATISFACTION OF CITY � 3.62 EX. HYDRANT PIP, INSTALL ASPHALTIC CONCRETE PAVEMENT AC ENGINEER OR GEOTECHNICAL ENGINEER I I w ? PERVIOUS PAVERS PP PROTECTION POSTS AROUND RECOMMENDATIONS 00 PER WAS WF-04 CUSTOM PERVIOUS PAVERS CPP APPROXIMATE LOCATION OF EXISTING 8" w w CENTER LINE CL - 40' ROW Q EXISTING GRADE EG ESVCP SEWER MAIN PER CITY OF N FLOWLINE FL ENCINITAS DWG UCS-197OH-PLAN 20 Q- 20 FINISHED GRADE FG I I \ FINISHED SURFACE FS FINISHED FLOOR FF SUBGRADE SG TYPICAL DETAIL A -A ARDEN DRIVE 143.7E x 144.19 143.74 w E E E TOP OF GRATE TG GRADING PLAN INVERT ELEVATION IE NOT TO SCALE ENCROACHMENT MAINTENANCE AND REMOVAL HOLD HARMLESS AGREEMENT RECORDED 10 5 0 10 20 30 TOP OF STEP TS AGREEMENT RECORDED FEBRUARY 22 , 2023 AS DOC. FEBRUARY 22 , 2023 AS DOC. NO. 2023- 0044580 SCALE: 1 "=10' BOTTOM OF STEP BS N0, 2023- 0044579 OF O.R. OF O.R. mm FRONT YARD SETBACK FYSB 6"X 16" PCC FLUSH CURB S GRAPHIC SCALE IN FEET SIDE YARD SETBACK SYSB OR DEEPENED G-1 CURB REAR YARD SETBACK RYSB VOID FILLER 8" TO a"(NO.8) FEBRUARY 22 PROPOSED ELEVATION XXX.X APPROVED PERVIOUS AGGREGATE IN VOIDS PAVERS W/MIN. 8"VOID ,L {� PROPOSED 4' EXISTING ELEVATION (XXX.X) PROTECT IN PLACE PIP BEDDING COURSE-2" THICK OF-!" WIDE DG PATH EXISTING RESIDENCE MINIMUM MIN. TO!" (N0.8) AGGREGATE a n a a 2% FF 143.72TURF EXISTING DECK EXISTING UNIT 2 (ADU) BUILDING BLDG fEXISTING EX 8 a I _IIII1 1IIIP -IIIII __ __ __ _ _ _ _ - - - - CHOKER COURSE 4" THICK OF 8" -�4� a = - _�_- FF 142.22 TO2"(NO.57) CRUSHED ROCK „ I IIII I I I - -I I I I I_I I I I I- _ I I I I I _ I I I I I -II I I I-1 I I I I-1 I I I I OVERHANG OVHG 6 I _ _-_ TYPICAL TYP MIN, 6" THICK OF 3 " �� III I CATCH BASIN CB CRUSHED ROCK 1-1 1 1 1 1 1-1 1 1-1 - PROPOSED 12" PVC PROPOSED PROP SOIL SUBGRADE I STORM DRAIN SITE SECTION C-C I NOTE: -ALL AGGREGATE MUST BE CLEAN/WASHEDANDFREEOFFINES(SAND, SILT, ETC.) RETAINING WALL PER I� 1"=10' -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEENADDED SDRSD C-4. PROPOSED ADDITION o = TOP OF WALL TW -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE WATERPROOF INSIDE OF EXISTING RESIDENCE U ( ) NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED WALL TO MULCH FF 143.72 FF 142.47 + p z 00 TOP OF WALL AT TW 141.3 MIN 8 OVERFLOW RISER PAD 141.8 m Q o FINISHED GRADE -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL-SUBDRAIN MAY BE REQUIRED BMP TG 141.03 � U o N o Q o PROP. SD FG 140.2 DROUGHT TOLERANT ! 1= co _ O O U) CO p (TW@FG) TYPICAL DETAIL -PERVIOUS PAVERS CLEANOUT PLANTS (TYP) I 1 E -IIII-E 1 1 E1 111��� PROPOSED 4" PVC �� I w o ° M = U o PROPOSED 12 PVC - M O O W M N r � U� I NOT TO SCALE BY NDS 2" NON -FLOATING STORM DRAIN +i I lI 1=1 I - = I P i STORM DRAIN w 4 p O PL = PROPOSED 6" PVC o o z z r �� v v� w i -1 - I- EX. G-2 CITY CB PROP. PP @5% MULCH (TYP) STORM DRAIN Q z o EE H J DD w a SITE SECTIONB-B �wOQ ' Ow �Ua��w '1=III=III �aUmpH- EX. iTi-1�=I IN ARDEN DRIVE G-1 CB ' _ _ _ `'`' PAVEMENT SUBDRAIN PER 1"= 10' -� BOTTOM OF WALL =III= =III=III= 14" LAYER ENGINEERED 144 GEOTECH SOIL *SEE NOTE BELOW AT FINISHED _ _ _ _ 2" LAYER OF T� TOP OF GRADE (BW@FG) FOOTING 3/8" GRAVEL 142 I 1 1 I �_� �_� CAUTION!! EX. 1 , -1 = I I I I -I a 1-1/2 HP A - GAS 5 MIN. 1 LAYER F /4 RAVEL - 0 O 3 GRAVEL + BOTTOM 12 AC WATERLINE 1 _0.5 , 12 PVC I **SEE NOTE BELOW 140 I 1 �1� ±139.1 18" RCP @ 1 % MIN 12" PVC PER 00 RCP >� I (� PROVIDE SAND CUSHION AND @ 1 % MIN 6" PVC 6" PVC / NOTIFY SDWD 48 HOURS 0 @ 1 /o MIN @ 1 % MIN BOTTOM PERFORATED 138 li I 1.2 /o BASIN STORM DRAIN I I� �1 1 o PRIOR TO CONSTRUCTION FOR 5" THICK PCC IE 137.87 IE 138.10 1 27 LF PUBLIC 18" RCP STORM DRAIN SDWD INSPECTION TYPICAL WALL E L EVAT I O N LOCATIONS SHOWN ON PLAN PAVERS 3" WIDE GAPS 136 WITH 318"PEA BIOFILTRATION DETAIL 2% GRAVEL IN FILL NOT TO SCALE SEWER ±1.1 �p A q� EX. 8" ESVCP � QROF S/pH NOT TO SCALE :.:.:.:,..:.:...-: 134 TOP OF PIPE ±135.5 ,```� RHO �yc * BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% Q y t3- THICK LAYER CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND, 15% COMPOST OR HARDWOORD MULCH, AND 20% TOPSOIL, FREE OF 0+8 3/4" GRAVEL ON 0 1+00 1+20 � � Z m PASCO LARET SUITER STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. m No. . 71651 a NATIVE EXP. 12/31/23 ** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 8" BUT MAY BE DEEPENED TO INCREASE THE STORAGE CAPACITY. n o ° TYPICAL DETAIL - CUSTOM PAVERS THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVELAND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE PROFILE VIEW - 18" RCP STORM DRAIN Jr C IV 1\- o �� SURFACE AREA OF THE BIOFILTRATION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT ALL BIOTRATION PLANTERS qTF p� San Diego I Encinitas I Orange County NOT TO SCALE TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE SCALE: HORIZONTAL 1 - 10; VERTICAL 1 - 4 OF C A���` Phone 858.259.82121 www.pisaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JQO I JQO BMA DESCRIPTION: ENCINITAS CONTROL STATION ENC-48 INT. DATE PLANS PREPARED UNDER SUPERVISION OF R CO M DED: APPROVED: GRADING PLAN FOR: LOCATION: 2.5" BRASS DISC IN THE NORTHWEST PUBLIC WORKS DATE: 2/10/2023 WEITZMAN RESIDENCE CORNER OFACONCRETE DROP INLET ON THE NORTH BRIANARDOLINO DATE 1155 ARDEN DRIVE & UNIT 2 (ADU) LDEV-019520.2022 SIDE OF SANTA FE DRIVE WEST OF 1-5 AT THE PLANNING R.C.E. NO.: 71651 M CHAEL STRIZIC JI T. BANKSTON NORTHEAST RETURN TO SCRIPPS HOSPITAL. PRINCIPAL ENGINEER DATE REVIEWER �' PRINCIPAL ENGINEER C ENGINEER APN: 258-343-14 02/24/2023 3/07/2023 ELEVATION: 173.376' DATUM: NAVD88 INSPECTOR BRIANARDOLINO EXP.: 12/31/23 DATE DATE CDP-004137-2020 SHT 2 OF 3 2 O U U z w� gw z oZ QQ 06 J w w ~O J w O cy_ p Q� J Q m O aw w� N Q r Z 00 Wa) L W N w o z00 Cj z= w El PLSA 3227 LANDSCAPE EFFICIENCY BMP NOTES 1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFFAND EROSION AND TO DETECT PLANT OR IRRIGATION SYSTEM FAILURE 2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION 3. ERADICATION OF INVASIVE SPECIES 4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED 5. REPLENISHING MULCH AS NEEDED 6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH 7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS 8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS 9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE 10, USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W/BATTERY BACKUP) 11. MAINTAIN THE SYSTEM CONSISTENT WITH MAW4 (MAX APPLIED WATER ALLOWANCE) 12, REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE" 13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAXAPPLIED WATER ALLOWANCE) ADDITIONAL NOTES GRAVEL BAGS OVERLAP ! 1. 1T!l ! 1 1mm 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. I' I' T 3. ATTACH THE FILTER FABRIC TO THE POSTS AND EXTEND IT INTO THE TRENCH. 2. STAPLE EXTRA STRENGTH SILT FENCE OR WIRE FENCING TO THE POSTS. IF USING EXTRA STRENGTH SILT FENCE, POSTS ARE TO BE SPACED CLOSER THAN STANDARD PRE -MANUFACTURED SILT FENCE PRODUCTS. 6 IN (15 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. TWO LAYERS OF GRAVEL BAGS 1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE WITH ENDS OVERLAPPED MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON RUNOFF FILTER FABRIC (((( SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) (( I I MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS INLET PROTECTION ( III I _ WIRE (IF INSTALLED) MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER — WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. SILT FENCE DETAIL 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE-FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006-27. LEGEND — — PROPERTY LINE CENTERLINE OF ROAD PROPOSED CONSTRUCTION ENTRANCE I�I�1�1�1�1�1�1PER TC-1. SEE DETAIL THIS SHEET PROPOSED GRAVEL BAG BERM& INLETPROTECTION PROPOSED SILT FENCE PER SE-1 ® MATERIAL DELIVERY STORAGE PER WM-1 STOCKPILE MANAGEMENT PER WM-3 ® SOLID WASTE MANAGEMENT PER WM-5 FC—W-4 CONCRETE WASTE MANAGEMENT PER WM-8 SS SANITARY/SEPTIC WASTE MANAGEMENT PER WM-9 RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAG DETAIL GRAVEL BAG INLET PROTECTION PER DETAIL THIS SHT. (TYPICAL T) N NOTE: 1. CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY 2. CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE DITCH STABILIZED CONSTRUCTION ENTRANCE COARSE AGGREGATE FILTER FABRIC ±18' 1.1' MIN., UNLESS OTHERWISE SPECIFIED BYA SOILS ENGINEER SECTION A -A CONSTRUCTION ENTRANCE DETAIL ORIGINAL GRADE N Q?,OFESS/041 A Rio `l�%� Q � 2 W E Z Co No. 71651 0 10 5 0 10 20 30 PASCO LARET SUITER EXP. 12/31/23 A ASSOO AT ES c Iv �\" `'�� qjF S GRAPHIC SCALE IN FEET San Diego I Encinitas I Orange County of CAS-� Phone 858.259.82121www.pisaengin ering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JQO JQO BMA DESCRIPTION: ENCINITAS CONTROL STATION ENC-48 LOCATION: 2.5" BRASS DISC IN THE NORTHWEST INT. DATE PLANS PREPARED UNDER SUPERVISION DATE: OF 02/10/2023 R CO M DED: APPROVED: EROSION CONTROL PLAN FOR: WEITZMAN RESIDENCE LDEV-019520.2022 PUBLIC WORKS BRIANARDOLINO DATE PLANNING CORNER OFACONCRETE DROP INLET ON THE NORTH R.C.E. �' BRIANARDOLINO EXP.: NO.: 71651 12/31/23 M CHAEL STRIZIC PRINCIPAL ENGINEER 02/24/2023 DATE JI T. BANKSTON C ENGINEER 3/07/2023 DATE 1155 ARDEN DRIVE & UNIT 2 (ADU) APN: 258-343-14 CDP-004137-2020 SIDE OF SANTA FE DRIVE WEST OF 1-5 AT THE NORTHEAST RETURN TO SCRIPPS HOSPITAL. PRINCIPAL ENGINEER DATE REVIEWER ELEVATION: 173.376' DATUM: NAVD88 INSPECTOR SHT 3 OF 3 2 O U d U) z_ W Q' QLU W U z O CD c/) z c/) w 06 QQ J W ~O �z cn — _ J �O W 0 Q J Qm O U)Q aw N_ z N o0 U)m W N w00 zS z= w0- PLSA 3227