Loading...
LDEV-016575 G (Plans)J n 5 z a a Y J J z z Y Y J n J n D i z Y J n z 3 L) z Y z i Y J I z Y i a z RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. I&IF-IT ►TI [H4kyrolr-1 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. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "PRELIM. GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS FOR PROPOSED SINGLE-FAMILY RESIDENCE LOCATED AT 1318 BELLEVIEW AVE, ENCINITAS" PREPARED BY ENGINEERING DESIGN GROUP, DATED AUGUST 6TH, 2020, AND UPDATE DATED 4-7-22, PROJECT#206355-1 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO: LDEV-016575-2021 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT 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 SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH 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 CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL 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 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. 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 WITHIN 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) WITHIN 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 ("IN PLACE'), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARIO MARK SCIPIONE AT 619.851.4517, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). 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 WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE 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. 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 WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON 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 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 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 WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM 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. I,�r•�►r►yr� rrr•�a�7 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 - CSD - (760)-633-2770 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 X-2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760)-633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760)633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 0 OWNER 0 MARIO MARK SCIPIONE AND ANNA KIM SCIPIONE ADDRESS: 1689 SAN ELIJO AVE CARDIFF BY THE SEA CA 92007 ' n o w PHONE 619.851.4517 o Ci z = 5 m SITE ADDRESS z o SANTA FE DR. 1318 BELLEVIEW AVENUE, CARDIFF BY THE SEA, CA 92007 PROJECT SITE APN: 260-051-18-00 v2 1318 BELLEVIEW AVE L LEGAL DESCRIPTION r ST LOT 2 AND THE NORTHERLY 25.00 FEET OF LOTS 3 AND 10, IN BLOCK 1 OF THE RESUBDIVISION OF M.L.DURLAND'S ADDITION, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 3491 FILED IN vG THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 22, 1956. VI CI NI MAP EXCEPTING FROM SAID LOT 10, THE WESTERLY 89.00 FEET THEREOF. I 1 THIS LEGAL DESCRIPTION IS MADE PURSUANT TO THAT CERTAIN CERTIFICATE OF NOT TO SCALE COMPLIANCE RECORDED JANUARY 25, 1977 AS INSTRUMENT NO. 77-29170 OF OFFICIAL RECORDS. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 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 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. T T\,P� /J� �- SIGNATURE: DATE. Sept. 29, 2022 MARIO MARK SCIPIONE Sept. 29, 2022 Z�1� SIGNATURE: DATE: ANNA KIM SCIPIONE SOILS ENGINEER'S CERTIFICATE I, ERIN RIST, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JULY 24, 2020. 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 REPqRT FOR THIS- ROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: O q 1 F E S S I Opq RCE NO.: IV 65122 RIN ST-- - E. R�STFy ca EXP. DATE. 9130/2023 No. 65122 SIGNED: 4c STEVEN NORRIS GE NO.: 2590 QROFESSIO,Vq �r9lf CIVIC �E 0q. O ! EXP. DATE. 12 31 2023 y�� EIFJ� js Fyn O F w- JOB J. 206355-1 W � 2590 A ENGINEERING DESIGN GROUP Expl?-31-23 2121 MONTIEL ROAD, SAN MARCOS, CA 92069 PHONE. 760.839.7302 _ STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER 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 WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. �o QROFESS�1*44 SIGNATURE DATE: 9-29-22 sj.' RIN RIST - ENGINEERING DESIGN GROUP 2121 MONTIEL ROAD, SAN MARCOS, CA 92069 PHONE: 760.839.7302 RCE EXPIRES: 09-30-2023 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.5 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = 9.3' UNDER BASEMENT MAXIMUM VERTICAL DEPTH OF FILL = 0.5' CUT = 90* C.Y. FILL = 25 C.Y. EX = 65* C.Y. REMEDIAL = 210 C.Y. (155 CY REMOVAL AND RECOMPACTION UNDER AND 55 C.Y. OUTSIDE OF BUILDING AREAS) *-EARTHWORK QUANTITIES ARE APPROXIMATE WITHOUT BUILDING FOOTINGS AND FOR PERMIT PURPOSES ONLY. DISTURBED AREA = 8,370 SF IMPERVIOUS AREA z 1 No. 65122 SHEET INDEX s �91� C I V 1 I- o�� 1. TITLE SHEET & NOTES F c A L\ F 2. GRADING PLAN 3. GRADING PLAN DETAILS 4. EROSION CONTROL PLAN AND DETAILS DIG ALERT: CONTRACTOR TO CALL DIG ALERT TO INSPECT SITE PRIOR TO PERFORMING ANY GRADING OR GROUND -BREAKING PROCEDURES. SPECIAL CARE IS TO BE CALL BEFORE YOU DIG TAKEN WHERE WORK TO BE PERFORMED CALL TOLL FREE IS WITHIN ANY EASEMENTS FOR 1-800 422-4133 UNDERGROUND UTILITIES. TWO WORMG DAYS BEFORE YOU DIG Planning Case No: CDP-004058-2020; BMP PROJECT STATUS Approved as per DSD-2021-33 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5,329 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 5,015 SQFT STANDARD NET DECREASE IN IMPERVIOUS AREA: 314 SQFT TYPE OF TREATMENT: BIORETENTION LIMITED ACCESS: YES, REAR YARD MAINT RESPBLTY. OWNER MAINT COVNNT REC. PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 10/11/2022 11-08-2022 1011212022 Steven Xeliy CGaffrey io/ii/2022 SI DATE SIGN DATE SIGN DATE SIGN DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCH MARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: E NEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ERIN RIST RV ERIN RIST CITY OF ENCINITAS CONTROL POINT NO. 1033, ENC 33, 2.5" CITY OF ENCINITAS BRASS DISC STAMPED "ENC-33 LS 7322" IN CURB ON THE SOUTH SIDE OF THE PARKING LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS PER RECORD OF SURVEY MAP No. 18416. ELEVATION: 82.081 FEET DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER ERIN RISTV SUPERVISION OF DATE: 9-29-22 R.C.E. NO.: 65122 EXP. 9-30-23 R 0 DED MICHAEL 8TRFZIc PRINCIPAL ENGINEER DATE: APPROVED BY:����� JILL T. BANKSTON CITY ENGINEER11/08/2022 11/14/2022 DATE: TITLE SHEET FOR: 1318 BELLEVIEW AVE, CARDIFF BY THE SEA, CA 92007 MARIO AND ANNA SCIPIONE APN NO. 260-051-18 PLANING CASE NO: CDP-004058-2020 TPM/TM/CDP/DR/MUP/MIN/FIA LDEV-016575-2021 PUBLIC WORKS ERIN RIST DATE PLANNING REVIEWER SHEET 1 OF 4 PRINCIPAL ENGINEER DATE INSPECTOR Fnn PRn.IF(.T Nn DA : -2 -2 m CO r, Ornor, J Q O WU�00 oom°M°o m U-O a cow^, N MAX N Q L<� fN z� -0 UJ 0 wz z0 zw W Q I I I � TW=149.0 SEE ENLARGED I FG=148.0 11 AREA BELOW ---- - ------ 26 _ BW=145.0 Fi r -- - -----�TI 1 -B- 1 - 1 + + + TG=4 48. 1 TG=1 1 + +=148.1 = 8.6 - �2 TW=149.0 1 FG=148.0 1 I + + + + + = 11- BW=145.0 + +330Sf< 6 8�' Ch- + + I+ 26- -1--MIN s1 -s -s -s - / + + G=15d0 _ 1 I + o Ln 1 o N 1 27 (E" SITE 1 0 1 FG=149.0 = WALL TO R IN + --- - - - - ----- AP 60-0s 11-0 j I + 148 - MIN G=142.8 L 1 1 =143.2 1 G-I 27 z =142.3TW=149.0 3 �12% PRP.3-146.5 STO I I 27 � �I I A SINGLE FAMILY BW= .5 147 RESIDENCE cl TW 6 0 1 Z 1 13 I I� I I FG f6 0 = T I I� 7 PRP. LOWER �EVEL PRP. 5�M2�4�1N LE 146 FF=1 FL F-142.7 1 FP=152.016 b�� - ---� _ 146.0 10.0 I FS= 143.5 i 1' 6 27 3 2% = MIN 143.0 =1 I2 I F.( n FG=143.2 . , pQ' I > T =143.2 0 - - TF= - �_� I I IE=1\41.7 I FS=143.3 L r APN: 260-053-04- 6 1 x1 1 JJ - ►i ��D 27 7 1 1 TG-143.2 �2X2 13 I 2q n 124 FL=143.25 IE=,141 14 IE= 141.6 �0 IN (E) 2.5" UNK WATER LINE WITH I 27 (E) %" WATER METER PER CITY ^ N I -w5 0' 12 P 5 FG 147.5 I 27 OF ENCINITAS WATER MAP. A S-143.3 L T( FIELD VERIFY PRIOR TO START �W £ IE �41.3 _ - OF CONSTRUCTION. SEE SDWD 00 I I L NOTES/ THIS SHEET 1 I £ �}I 1 7 � I l n (E) 2.5 " WATER MAIN. SEE I 19 1 TG=1 .5 SDWD NOTES/ THIS SHEET Z w _w _w _w - w = o 6 S=143.5 = 46. z \ 1'X1' � _ _ w w -w --'-11---------- TW=144.5 16'14 N 89'55'13"E FOUND LEAD AND DISK t5' TW-:: 5 27 FG=143.5 FG=145.5 STAMPED IS 7448" TO � FG=143.2 TF=143.0 TF=145.0 S � - s = BE PROTECTED IN PLACE. -- -142.7 le r7l SEE NOTES THIS SH , FG = 3.9 -� ITEM NO. 4 Q TW=144 9 F� FLOWLINE TRANSITION PER FIELD CONDITION; TRANSITION AS NECESSARY TO THE SATISFACTION OF THE CITY (E) PP TO BE ' 260-051-01-00 ENGINEER PROTECTED IN 5 TW=152.5 ,3"' I PLACE 30.0' 00 27 FG=151.0 ROW FS= 157.04 ROW TF=150.5 TW= 56.5 5 _= FS=152.8 - - FL=156 65 0 T 152.3 (E) GAS INE PER FS=1569 L L COUNTY F SAN DIEGO . TG=152LLO�Ll.2 TG=151.7 L PROJ. # 6-2931, 0. = 5 TG=15 L� 23 L �L L .4 N SHEET 5, OF 15 52 IEI=15 . L L LIE# 1 10 W I ��� U FS 5. L o L �� _ L 2 \ - - L 66 7� -1 =--- L�� ���� TW 154. LL� -15 . - Q ° L� LLLLLL FS 53. L� ° �� 1 ILL L LI�LLL APN: II ��� oLLL ,\ =1�3.0 0.5 260-057-18 LLLLLLLLLL�LKW V) PRP. GARAGE 2� o LLLLL '� L -L�' 2 LLL����� �, L p _L4�� 0 W FF=152.6 ---- LLLLLLLL L a L IL V FP=152.0 FS=152.4 LLLLLLLLLL _LIME L `i W ° LLLLLLLLLLL o°T =15. 2 TG=151. �-n LLLLLLLLLL L 27 _� LLLLLLLLL4 -L'L =15 .3001 G- 9 ° L L L L L L L L L L L - L ,L L 8 o ENCROACHMENT MAINTENANCE Ll �LLLLLLLLL I I _L ' w AND REMOVAL tOVENANT. L L L I .5' p 5' o ENCROACHMENT Ll LL 1 LLL_ h a L z (153 IE 1 8 L L'9� L L L I _ `T' Q PERMIT NO. M 5"1.3 LLLLLLLLL FS= 556.1 PER DOC. NO.: 2 0 L 2 L FL 1 ° a p O L 6. RECORDED: 4M 1 ;00, IE 150.6=152.5 0 ° ' IE=152.0 BTREES TO E) REMOVED �TG=151. A. Q 2 I 2 O 23 (E=151. - I =150.5 ° ° �►� '� 3 IE 1 .6 N FG=151.8 I S=15 153 G=152.01E=150. ^T =151 7 .5 - 3 A - o FS- 7 I =150.5 o FG 5 3 23 m 28 APPROX. LOCAT ON OF _ of IE=138. (E) SEWER MAI FIELD 90 - s 1 0 VERIFY PRIOR START s, s- - s -ems - s s 20 0 L L L OF CONSTRUC N ST OUT LL�Li FS=155.0 22 19 0.5 5' FLOWLINE TRANSITION PER FIELD 2, FS=155.1 w = =B�- - - CONDITION; TRANSITION AS NECESS, 5.22 --�' FL=154.9 TO THE SATISFACTION OF THE CITY lll�s - -s s - -s s -S -s s -s s ENGINEER NFS=155.2 cl NIE=136.98 30.0' ROW I (E) GAS LINE PER COUNTY OF r FOUND 3 4" IRON PIPE CA" DIEGO PROD. # 76-2931, A I EXISTING SEWER LATERAL SHEET 5 OF 15 z TO BE ABANDONED WEST AND TAG IS 7448" TO / OF NEW CONNECTION B& PROTECTED IN PLACE. SEE NOTES THI EET, APN: 260-051-17-00 ITEM NO. 4 -B -B -B -B TW=149 0 _ 14 CONSTRUCTION LEGEND LEGEND CONCRETE DRIVEWAY (5" MIN) OVER SUBGRADE . -,- N89 55 29'� PROPERTY BOUNDARY CONCRETE HEADWALL SEE DET. 6/ SHEET 3PROPOSED 1 O COMPACTED TO 90% R.C.; CONC. FLATWORK (4" - - - - SETBACKS BUILDING, BASEMENT MIN) PER SOILS ENGINEER RECOMMENDATIONS '148)� � �(148, EXISTING CONTOUR WALLS PER BUILDING PERMIT O 4" SDR-35 DRAIN PIPE 2% MIN SLOPE TYP, W (E) WATER METER WITH EXCEPTION AT BASEMENT PATIO-1 % 152 PROPOSED CONTOUR O3 4" AREA DRAIN NDS OR EQUIV ` FLOWLINE & FLOW w PRP WATER LATERAL WITH STUB -OUT ® LANDSCAPE CMU WALL MAX HEIGHT 3 FT DIRECTION __F FUTURE WATER METER. SEE SDWD w (E) WATER LINE NOTES/ THIS SHEET O5 6" SDR-35 DRAIN PIPE 2% MIN SLOPE* (E) SITE WALL FM PRP. RIP RAP DISSIPATOR/ ROCK APRON PER DET 4 & 5/ SHT 3 © ROCK APRON PER DET 4/ SHT 3 x - (E) FENCE ®� AREA DRAINS NDS BOX OR EQUIV. 7 O CONCRETE HEADWALL PER DET 6/ SHT 3 (E) EDGE OF PAVEMENT 4"/ 6" SDR-35 DRAIN PIPE ® PRP. STREET AC PAVING 5" AC ON 6" CTB MIN, FS=156.7 (E) SPOT ELEVATION NEW CMU RETAINING WALL O9 OR TO MATCH (E) WHERE (E) IS GREATER TRAFFIC RATED TRENCH DRAIN NDS OR EQUIV. FS=155.7 PRP. SPOT ELEVATION NEW CMU LANDSCAPE WALL, 3 FT MAX HEIGHT 810-RETENTION AREA, PERMANENT BMP PER (E) POWER POLE (N) DOWNSPOUTS 10 11 DETAIL 2/ SHEET 3 12" SQ DRAIN INLET NDS OR EQUIV. (E) MONUMENT/ DISK PRP. CONCRETE + + (N) BIO-RETENTION AREA, PERMANENT BMP PER DET 2/ SHEET 3. SEE 12 DRAIN PUMP PER MANUFACTURER SPECS G D0RIVEWAY/FLATWORK STORM WATER NOTES BELOW TRENCH DRAIN NDS OR EQUIV. 13 1 %2" PVC FORCE LINE L ++ L L ++ ILL PRP. PERMEABLE DRIVEWAY PAVERS & ROW SECTION s - (E) SEWER LATERAL 14 SURGE CHAMBER 12 "X 12" JENSEN PRECAST L L + + PET 1 / SHEET 3 s PRP. SEWER LATERAL WITH GRATED TOP © DRAIN PUMP a PRP EARTHEN BERM PER DET 3/ 15 RIP RAP DISSIPATOR PER DET 5/ SHT 3 SHEET 3 CMU RET WALL PER SDRSD C-1 MAX PRP. PLANTER WALL (E) GAS LINE 16 WALL HEIGHT 3'-8" JENSEN PRECAST SURGE _ PRP 4" SDR-35 PERFORATED PIPE 1 PERMEABLE PAVERS AT DRIVEWAY; CHAMBER W/ GRATED TOP WALL BACK DRAIN PARKING SECTION PER DET 1/ SHEET 3 - - - - PRP 1 %2" PVC FORCE 18 12" SQ CATCH BASIN LINE PRP. AC PAVING WATER LATERAL* CONNECTION PER SDRSD WS-01; 19 WS-09. SEE SDWD NOTES/THIS SHEET PRP. TRENCHING AT AC PAVING 20 4" PVC* SEWER LATERAL AND SEWER CLEANOUT PER CITY OF ENCINITAS SEWER DESIGN REQUIREMENTS ABBREVIATIONS AND PER SDRSD SC-01, SS-01, SS-02 & SS-03 21 CONCRETE APRON PER SDRSD D-75 FF FINISHED FLOOR ELEVATION MODIFIED APRON TO CATCH BASIN FP FINISHED PAD ELEVATION 22 EARTHEN BERM PER DETAIL 3/ SHEET 3 FL FLOW LINE IE INVERT ELEVATION 20 6 "X 16" PCC FLUSH CURB PER DETAIL -SECTION 1 / SHEET 3 FS FINISHED SURFACE (E) %" WATER METER TO BE UPGRADED PER SDWD STANDARD FINISHEDFG GRADE 24 DING WS-01; WS-09. SEE SDWD NOTES/ THIS SHEET TG TG TOP OFGRATE EXISTING 25 FUTURE WATER METER LOCATION PER SDWD STANDARD DWG CL CENTERLINE WS-09, WS-03. SEE SDWD NOTES/THIS SHEET PL PROPERTY LINE 26 CMU RET WALL PER SDRSD C-1, MAX WALL HEIGHT 5'-4" TIN TOP OF WALL 4" SDR-35 PERFORATED PIPE - WALL BACK DRAIN PER TF BW TOP OF FOOTING BOTTOM OF THE WALL SOILS ENGINEER RECOMMENDATIONS. 1 % MIN GRADIENT TO PRP PROPOSED SUITABLE OUTLET - EXACT PIPE LOCATION TO BE L LOWER FLOOR DETERMINED BY SITE CONSTRAINTS. M MAIN FLOOR * NOTE WATER AND SEWER LATERAL PIPE MATERIAL PER AC ASPHALTIC CONCRETE AGENCY'S APPROVED MATERIAL LIST BP BOTTOM OF THE PUMP CHAMBER PP POWER POLE PROTECT IN PLACE 28 TRENCHING PER CITY OF ENCINITAS IMPERVIOUS AREA TABLE SF IMPERVIOUS AREA AFTER CONSTRUCTION 5,015 6.5% OF IMPERVIOUS SURFACE 326 + 26 + FG=147.5 FG=148 0 TG=148.5 BW=145.0 IE=148.1 _ GRADING PLAN CONTRACTOR NOTES: STORM WATER NOTES: z + 10 6 2 F -148.6 0 20 TW=149.0 O - - - - - - - 1. CONTRACTOR SHALL MARK OUT ALL UTILITIES BEFORE THE START OF CONSTRUCTION. 1. THE PROJECT SHALL BE CATEGORIZED AS A STANDARD DEVELOPMENT PROJECT FOR STORM WATER QUALITY. FG=148.0 + + + ' - - - - -I - Feet 2. THE CONTRACTOR SHALL VERIFY THE EXISTENCE &LOCATION OF ALL UTILITIES AND DRAINAGE SYSTEM PRIOR TO START 2. THE BMPs ARE TO BE PRIVATELY MAINTAINED AND THE FACILITIES NOT MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE CITY. 2X BW=145.0 GF =148.0 _ 3. SPECIAL INSPECTION OF THE BMP FACILITIES BY THE LICENSED CIVIL ENGINEER IS REQUIRED DURING CONSTRUCTION. PRIOR TO + - / + -151 SCALE: 1 `10'-0" CONSTRUCTION. OBTAINING BUILDING OCCUPANCY, AN INSPECTION REPORT SHALL BE SUBMITTED WITH A FINAL GRADING CERTIFICATION TO THE 330Sf I i48.0 3. ENGINEERING DESIGN GROUP IS TO OBSERVE/CONFIRM IN THE FIELD INSTALLATION OF THE NEW DRAIN LINES AND ENGINEERING DIVISION VERIFYING THE SIZE AND DEPTH OF THE EXCAVATION, GRAVEL AND ENGINEERED SOIL DEPTH AND MATERIAL, + + - - - - BIORETENTION AREAS PER THIS PLAN. STORM DRAIN PIPE, OVERFLOW, AND OVERALL FUNCTION OF THE FACILITIES PER THE APPROVED GRADING PLAN. __ 8 8' SDWD NOTE. DRAINAGE NOTES: 5 » » I + 15 + - + ^ 26 2%/8 1. EXISTING WATER METER TO BE UPDATED TO 1 WATER SERVICE AND DUAL WATER METER: 3/4 DOMESTIC AND 1 FIRE 26 TW=149.0 TW-14 SPRINKLERS, AT OWNER'S EXPENSE. z FG=147.0 2 X� 6 F = 8.0 MIN 1. THE GROUND SURFACE SURROUNDING PROPOSED IMPROVEMENTS SHOULD SLOPE TO DRAIN AWAY FROM THE STRUCTURE IN ALL DIRECTIONS, WITH A MINIMUM SLOPE OF 27. FOR A HORIZONTAL DISTANCE OF 7 FEET WHERE POSSIBLE). 2. AT A FUTURE DATE, SDWD WILL ABANDON THE EXISTING 2 /2 INCH WATER MAIN RUNNING WEST OF THE PARCEL AND RELOCATE ( SDWD FACILITIES INTO BELLEVIEW AVENUE. A WATER STUB -OUT SHALL BE PROVIDED ON THE PARCEL TO AID IN THE FUTURE 2. DOWNSPOUTS SHALL BE LOCATED TO ALLOW ROOF RUNOFF TO FLOW TO PROPOSED BIORETENTION AREAS. r TG=1 �48.9 WATER METER RELOCATION. = I =1 8 2 \ 14 3. ALL DRAINS SHOULD BE KEPT CLEAN AND UNCLOGGED, INCLUDING GUTTERS AND DOWNSPOUTS, SHOULD BE KEPT FREE y T= 148.7 z `� FG=1 0.0 OF DEBRIS TO ALLOW FOR PROPER DRAINAGE, AND REMAIN SEPARATE FROM ANY WALL BACK DRAIN SYSTEMS. NOTES: z (E SI / RET =147.7 4. DURING PERIODS OF HEAVY RAIN, THE PERFORMANCE OF ALL DRAINAGE SYSTEMS SHOULD BE INSPECTED. PROBLEMS A T REMAIN + 13 3----_--- - --- ----FG=149_ ---- --___---_---- SUCH AS GULLYING OR PONDING SHOULD BE CORRECTED AS SOON AS POSSIBLE. ANY LEAKAGE FROM SOURCES SUCH 1. A HOLD HARMLESS FOR DRAINAGE AGREEMENT WILL BE REQUIRED WITH THE GRADING/ BUILDING PERMIT. NO INCREASE IN i AS WATER LINES SHOULD ALSO BE REPAIRED AS SOON AS POSSIBLE. CROSS LOT DRAINAGE WILL BE ALLOWED. 5. IRRIGATION OF PLANTER AREAS, LAWNS, OR OTHER VEGETATION, LOCATED ADJACENT TO THE FOUNDATION OR EXTERIOR 2. ALL EXISTING SIGNS, STREET LAMPS, UTILITY CABINETS, AND TREES LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE o I 148 I / FLAT WORK IMPROVEMENTS, SHOULD BE STRICTLY CONTROLLED OR AVOIDED. PROTECTED IN -PLACE. o I 2% 3. THE EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL Ao = _ G=1428 L BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE I MIN COUNTY PRIOR TO RELEASE OF SECURITIES. z TW 146.5 TW=149.0 I I ENLARGED 4. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT r BW=145.5 I FG=1.47.5 II I I - = HOLD HARMLESS FOR DRAINAGE AGREEMENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A TG-142.7 TG 143.2 RECORDED 2022, WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY d- IE=142.0 IE= ��.3 BlORETENPON AREA AS DOCUMENT NO.: OF O.R. PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN to x cV 3 9' I I �I PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE 8 �' �g IN PRP. 3-STORY Q 5 10 PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. z o I I ,o' SINGLE FAMILY 5. SANITARY SEWER IS AVAILABLE TO SERVE THE PROPERTY. THE APPLICANT SHALL CONNECT TO THE SANITARY SEWER SYSTEM - Z I I TG= 4 .4 III I I I RESIDENCE Feet AND SHALL PAY ALL APPLICABLE CAPACITY AND PERMIT FEES. d TG=148.8 147 I I 6. NO EXCAVATION SHALL BE PERMITTED WITHIN FIVE FEET OF ANY UTILITY POLE OR ANCHOR WITHOUT WRITTEN APPROVAL OF FG=148.0 (( I I I I SCALE: 1"- THE UTILITY POLE OWNER. IE=145.5 I 3 O Q�oFESS/0/y 7. THE OWNER SHALL COMPLY WITH ALL THE RULES, REGULATIONS, AND DESIGN REQUIREMENTS OF THE RESPECTIVE UTILITY D ��� �N E • R Fy AGENCIES REGARDING SERVICES TO THE PROJECT. THE OWNER SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL W FS= 46.5 y I I APPLICABLE UTILITY COMPANIES. �I I I No, 65122 rn A TW 46.0 I I 146 I I I I I I TG=142.7 PRP. LOWER LEVEL FG 146.0 I - I I I I I IE=141.8 F=1435 T =145.5 5 2 .s 0 I I I 142.7 r9rF c I v I h I i i i I 0 CA��F DESIGNED BY: AWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCH MARK AS -BUILT APPROVALS ERIN GRIST DRRV IERIN RIST ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS CONTROL POINT NO. 1033, ENC 33, 2.5' INT. DATE P NS PREP�RED UNDER SUPERVISION OF R 0 DED APPROVED GRADING PLAN FOR: CITY OF ENCINITAS BRASS DISC STAMPED "ENc-33 Ls 7322" PUBLIC WORKS � !- 9 DATE: 9-29-22 1318 BELLEVIEW ARDIFF BY THE SEA CA 92007 IN CURB ON THE SOUTH SIDE OF THE PARKING LOT FOR r' BY: � �� ���� AVE,' LDEV-016575-2021 ERIN RIST DATE PLANNING- -� MICHAEL RIZIC JILL T. BANKSTON MARIO AN ANNA CIPION THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH � D S E OF RESTROOMS PER RECORD OF SURVEY MAP NO. 18416. REVIEWER R.C.E. NO.. 65122 PRINCIPAL ENGINEER CITY ENGINEER 11/08/2022 11/14/2022 APN N0. 260-051-18 ELEVATION: 82.081 FEET DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR ERIN RIST EXP. 9-30-23 DATE: DATE: IPLANING CASE NO: CDP-004058-2020 TPM/TM/CDP/DR/MUP/MIN/FIA FSHEET2 OF 4 Fnn. PRn.IF(.T Nn DA : -2 -2 G) CO o 0') JQ�O LiJU�� o �U_(0 QC) rl N�vx N Q LQE N z� �Q Ui wz z� zw W Q J n z a a Y A J z z Y Y 3: J n J D i z 3 Y J �.I 7 z 3 L) z Y z QY L Z Y J I z Y i a z 170.0 168.0 166.0 164.0 162.0 160.0 158.0 156.0 154.0 152.0 150.0 148.0 146.0 144.0 -FG=143. 142.0 140.0 138.0 136.0 135 0 I CHANGE NO. 0+00.00 1 +00.00 1 +56.00 170.00 PRP. AC PAVING, STREET WIDENING PER CITY STREET PRP. RESIDENCE DDD- PRP DRIVEWAY _ P P E MAIN LEVEL P NTER GRADE - PRP CONC. DRIVEWAY PERMEABLE PAVERS E AC FORGE LINE TO-- PRP SEWER E GRADE BASIN E GRADE AREA DRAINS WITHIN ROW PER DET 1/ PAVING =143.3 FF 143.5 - PRP SEWER PRP SEWER AREA RAIN!�-IE=1 1.3 PATIO BP= 38.3 PER PLAN 0+00.00 1318 BELLEVIEW I AVE I I 0+25.00 PROPOSED CONCRETE - DRIVEWAY PER PLAN SLOPE VARIES, PER PLAN d a I I 0+50.00 0+75.00 SECTION A -A SCALE: 1 "=10'-0" 6 "X 16" PCC FLUSH CURB ICE/tea CITY APPROVED PAVERS W/ MIN VOID BY ORCO AQUABRIC OR CITY APPROVED EQUIVALENT 7.0' 1 +00.00 1 +25.00 APPROX. LOCATION OF 1 +50.00 1 +56.00 THE (E) 8 SEWER MAIN. FIELD VERIFY PRIOR TO START OF CONSTRUCTION VOID FILLER - %8" TO 3/g" (NO.8) AGGREGATE IN VOIDS BELLEVIEW AVE 2'-0» (E) EDGE OF PAVEMENT 27-59. 2% PERVIOUS DRIVEWAY NOT TO SCALE CONCRETE HEADWALL 6 "(W) X 1.1 FT(D) CONCRETE AT PIPE OUTLET PER CURB 470-C-2000 DET 6/ THIS SHEET CONCRETE OR 2500 PSI WITH 1-#4 BAR T & B SIZE PER PLAN ROCK SIZE N0. 2 BACKING o �- 0 _ PIPE OUTLET-J PER PLAN GEOTEXTILE SECTION FILTER BLANKET ROCK SIZE NC BACKING 6 "(W) X 1.1 FT(D CONCRETE CURB 470-C-2000 C01 OR 2500 PSI WIT BAR T&B PER PLAN PLAN RIP -RAP DISSIPATOR NOT TO SCALE Fnn. PRn.IF(.T Nn 7(1Fi.�ri�i-�i DESCRIPTION z g CL Lail a APPROVED I DATE BEDDING COURSE - 2" THICK OF 1/8" - 3/8" (NO. 8) AGGREGATE CHOCKER COURSE - 4" THICK OF O O O O O O O O O O O O oC����������o a 3/8" - 1/2" (N0. 57) CRUSHED ROCK -I I I_I I I_I I I_I = I I i i i MIN 6" THICK OF 3/ " CRUSHED - ROCK -REFER TO MANUFACTURER'S SPECS. FOR THICKNESS FOR FIRE SOIL SUBGRADE APPARATUS (H-20) LOADING - IF APPLICABLE PARKING PAVER R.O.W. SECTION ri"� 6" 6" 6" 6" SDR-35 DRAIN PIPE EXISTING GRADE 17 d / a cfl � / d a co 4 4 d SECTION X-X 6" THICK CONCRETE (2,500 PSI) HEADWALL WITH #4 REBAR @ 18" MIN. O.C. E.W. E.F. Xzi I - �°e 1<1 1A PLAN VIEW CONCRETE HEADWALL DETAIL NOT TO SCALE BENCH MARK CITY OF ENCINITAS CONTROL POINT NO. 1033, ENC 33, 2.5" CITY OF ENCINITAS BRASS DISC STAMPED "ENC-33 LS 7322" IN CURB ON THE SOUTH SIDE OF THE PARKING LOT FOR ERIN RIST THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS PER RECORD OF SURVEY MAP NO. 18416. ELEVATION: 82.081 FEET DATUM: NAVD88 PRINCIPAL ENGINEER -160.00 -150.00 140.00 135 00 0+0I .00 170.00- 168.00- 166.00- 164.00- 162.00- 160.00- 158.00- 156.00- 154.00- 152.00- 150.00- 148.00- 146.00- 145 0 0+44.00 170.00 . .. . , grgag MI - �II►ULYN1���%1��� 14 #4 7/4 �dj ��� I ���� T.....,,,. . a 0+00.00 NOTE EARTHEN BERMS TO BE PROVIDED AT ALL > z FILL SLOPES SUBSEQUENT TO COMPLETION w � & PRIOR TO ROUGH GRADING APPROVAL. o � 1 '-0" 2 MIN FF ELEV S�pPE _ ca SLOPE GRADEN EARTHEN BERM NOT TO SCALE CONCRETE HEADWALL AT PIPE OUTLET PER DETAIL 6/ THIS ROCK SIZENO. 2 SHEET BACKING ol SIZE PER PLAN = Y Z � PIPE OUTLET-J PER PLAN GEOTEXTILE SECTION FILTER BLANKET ROCK APRON NOT TO SCALE I 0+25.00 SECTION B-B SCALE: 1 "=10'-0" -160.00 -150.00 -145.00 0+44.00 DEEP ROOTED, DENSE, DROUGHT 0+00.00 0+25.00 160.0 160.00 158.0 STEPPING 156.0 RP. STONES 154.0 PRP. 152.0 EARTHEN 150.0 150.00 148.0 146.0 144.0 PRP. STORM TER 142.0 DRAIN LINE LINE 140.0 140.00 138.0 R ' SEWER LINE 136.0 135.0 135.00 0+00.00 0+25.00 SECTION C-C SCALE: 1 "=10'-O" ORIFICE PLATE MIN SQUARE CATCH BASIN DIMENSIONS 1 INCH GREATER PER PLAN THAN PIPE DIA. HOT GALVANIZED PLATE AFTER HOLES HAVE BEEN 6" PERFORATED DRILLED. MIN.6" TYP PIPE- PLATE UNDERDRAIN �' 4 0 0� -- ORIFICE INFLOW PIPE - >c TOLERANT PLANTING SUITABLE 3" X 3/8"STAINLESS 8 ORIFICE FOR WELL DRAINED SOIL STEEL BOLT AND NUT GASKET o o DIA: 0.4" RETENTION AREA SHAL 3" HARDWOOD 3/8" DIA BE LEVEL AND DEPRE SED MULCH ROCK APRON PER HOLE TYP A MIN OF 12" FROM HE 2" FREE RISER PIPE SIZE DET 4/ THIS SHEET SURROUNDING GRADE I BOARD PER PLAN CMU WALL 100, PER PLAN PER PLAN PROPOSED » » GRADE (E) GRADE SECTION A (E) GRADE NOT TO SCALE g DRAIN PIPE PER PLAN �\/ v00 - LAYER 1 \��j` -LAYER 2 I o 0 o a a a ��` a, --LAYER 3 6" PERFORATED PIPE IMPERMEABLE LINER ALONG EAST SIDE WHERE BMP IS WITHIN 10 HORZ. ORIFI E 0.4 INCH DIA WITH PVC PIPE OUTLET PER FT. TO BLDG FF. LINER TO EXTEND PLATE SEE SECTION "A" PLAN. INVERT AT PIPE DIFFERENCE BETWEEN 10 FT AND TO OUTLET PER PLAN DISTANCE FROM BLD TO BMP *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE AS OUTLINED BELOW LAYER 1: MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-3090 COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. LAYER 2: 3" OF 3/8 IN. PEA GRAVEL LAYER 3: 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 9" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS MIN. 6.5% OF THE ADDITIONAL IMPERVIOUS AREA DRAINING TO IT. NOTE HARDSCAPE AREAS SHALL DRAIN TO LANDSCAPE AREAS AND LANDSCAPE AREAS SHELL BE DEPICTED/ IDENTIFIED AS "AREA OF STORMWATER QUALITY TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. BIORETENTION BASIN �ofESS/0H �L No, 65122 NOT TO SCALE NEW 9l CIVII �r F OF CA1.�f0 AS -BUILT APPROVALS SI DEGNED BY: DESIGNED DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NERINO. RIST RR ERIN RIST INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 9-29-22 - R.C.E. NO.: 65122 ERIN RIST EXP. 9-30-23 R 0 DED APPROVED BY: �" ������ MICHAEL 8TRFZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 11/08/2022 11/14/2022 DATE: DATE: GRADING PLAN FOR: 1318 BELLEVIEW AVE, CARDIFF BY THE SEA, CA 92007 MARIO AND ANNA SCIPIONE APN NO. 260-051-18 PLANING CASE NO: CDP-004058-2020 TPM/TM/CDP/DR/MUP/MIN/FIA LDEV-016575-2021 PUBLIC WORKS DATE PLANNING REVIEWER R SHEET 3 OF 4 DATE INSPECTOR DA -2 -2 rn n WU�� o0°Moo UFO N Of NQ U<- N z� -o w(D wz zo (D c/) zw W Q n z a J.I 7 a Y z z _ Y Y J 33 D L z Y _ 7) z 3 L) z Y _ z Y z Y i Q z 1 1 [cltal �71aS [►`III] 1 1 1 v �► Ir ��III • 1 1 i �yI]SI i •� o, �� FII 16 � �M' �E���AAA�/1/ 1 I�� U I�'•I 1 1 • 1 • 1 • III Rm KOMI pI 1 ■M1 SEEN •E- SE �::► 11 - ,-:,� WIN •��� fin— _ ---� 22l2" N � o s s —s —s — s PRP. 3-STORY SINGLE FAMILY RESIDENCE z 3 INCH TO 6 INCH CRUSHED ROCK 00 �'- REFERENCE: CASQA* TC-1 * CALIFORNIA STORMWATER QUALITY PROFILE ASSOCIATION - CALIFORNIA PU STORMWATER BMP HANDBOOK, CONSTRUCTION PER PLAN EXISTING GROUND �O Z PLAN STABILIZED CONSTR. ENTRANCE NOT TO SCALE PRP. MAIN LEVEL FF=152. FP=152.0 ■ % ` 1 .� '°ems''✓. tys�l � � • �Y�� �� ICY�7 ♦ . ♦ ti ♦♦�♦! ® 1 . EROSION CONTROL AND BMP PLAN 0 10 20 Feet SCALE. 1 "=10'-0)' BLIC RIGHT- -OF-WAY PROVIDE APPROPRIATE TRANSITION BTWN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT OF WAY by si nv�Q�i �• 11 1. SET POSTS AND EXCAVATE A 4 x 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. ATTACH THE FILTER FABRIC AND EXTEND IT INTO THE TRENCH I I 1�1 11 it D RO F� W 30.0' I �i FS=157.04 L-;. ROW �G OP �(E) GAS INE PER L L L L LL L LULL _L ' ; COUNTY OF SAN DIEGO L PROJ. # 6-2931, L L LL L LPL SHEET 5 OF 15 L LL L LbLL LULL L LL LL-,LL L4LL L L L, LI�LLL 0.5 LIL - L L IL LL ILL 41 LI[I--L L �1 L L�;L L LLLL LL�L4L L ILL � L , 24 0 V 41 OQ L LL L L L LI LIL-L LLI LL L LLL�L L L L 30.0' ROW,' 1 '\4 x 4 TRENCH (10 CM) 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC � �II I( SILT FENCE NOT TO SCALE E2 �o QROFESS/ONgz No, 65122 (E) GAS LINE PER COUNTY OF SAN DIEGO PROJ. # 76-2931, SHEET 5 OF 15 =1 11=1 11=1 I I I' =1 11=1 11=1 11=1 I' —1 I I —I I I —I I I I- - i 1=1 i I�- SECTION NOTES 1. 314" ROCK IN BURLAP TYPE BAGS. 2. BURY FIRST BAG ONE HALF BAG DEPTH. 3. PLACE BAGS TWO HIGH. 4. OFFSET BAGS. PUN GRAVEL BAG DETAIL@No„o sC,LE SOURCE CONTROL BMPs: SC-1 PREVENTION OF ILLICIT DISCHARGES INTO MS4 SC-3 PROTECT OUTDOOR MATERIALS STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND WIND DISPERSAL SC-5 PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND WIND DISPERSAL SC-6 ADDITIONAL BMPs BASE ON POTENTIAL SOURCES OF RUNOFF POLLUTANTS - ONSITE STORM DRAIN INLETS LANDSCAPE/OUTDOOR PESTICIDE USEPESTICIDE USE SITE DESIGN BMPs SD-1 MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURES SD-2 CONSERVE NATURAL AREAS, SOILS, AND VEGETATION SD-3 MINIMIZE IMPERVIOUS SURFACES SD-4 MINIMIZE SOIL COMPACTION SD-5 IMPERVIOUS AREA DISPERSION SD-6 RUNOFF COLLECTION SD-7 LANDSCAPE WITH NATIVE OR DROUGHT TOLERANT SPECIES STORMWATER BMP LEGEND SEDIMENT CONTROL BMPs SE-8 GRAVEL BAGS PER DET El/THIS SHEET SE-1 SILT FENCE PER DET E2/THIS SHEET SE-10 VELOCITY DISSIPATION DEVICES PER DET 5/SHT 3 EROSION CONTROL BMPs GEOTEXTI LES AND MATS EC-4 HYDROSEEDING TRACKING CONTROL BMPs TC-1 STABILIZED CONSTRUCTION ENTRANCE PER DET E3/SHT 4 WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs WM-1 MATERIAL DELIVERY & STORAGE WM _ MATERIAL USE WM_ STOCKPILE MANAGEMENT WM- SPILL PREVENTION AND CONTROL WM_ SOLID WASTE MANAGEMENT WM_ HAZARDOUS WASTE MANAGEMENT WM_ CONTAMINATED WASTE MANAGEMENT W M - CONCRETE WASTE MANAGEMENT W M - SANITARY WASTE MANAGEMENT WM-10 LIQUID WASTE MANAGEMENT CROSS -REF CASQA CONSTRUCTION BEST MANAGEMENT PRACTICES DESILTING BASIN NOTE: BIORETENTON BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED, BOTTOM SCARIFIED IF NECESSARY AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL. CHANGE NO. DESCRIPTION APPROVED DATE BENCH MARK AS -BUILT APPROVALS Ut51UNt-U by: UKAWN bY: L;HLUKLU dY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING NO. ERIN RIST RV ERIN RIST CITY OF ENCINITAS CONTROL POINT NO. 1033, ENC 33, 2.5" INT. DATE PLANS PREPARED UNDER SUPERVISION OF R 0 DED APPROVED EROSION CONTROL, BMP PLAN AND DETAILS FOR: CITY OF ENCINITAS BRASS DISC STAMPED "ENC-33 LS 7322" PUBLIC WORKS DATE: 9-29-22 BY: 1318 BELLEVIEW AVE, CARDIFF BY THE SEA, CA 92007 IN CURB ON THE SOUTH SIDE OF THE PARKING LOT FOR ERIN RIST DATE PLANNING '' __ LDEV-016575-2021 THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH R.C.E. NO.: 65122 MICHAEL RIZIC JILL T. BANKSTON MARIO AND ANNA SCIPIONE OF RESTROOMS PER RECORD OF SURVEY MAP NO. 18416. REVIEWER PRINCIPAL ENGINEER CITY ENGINEER 11/08/2022 11/14/2022 APN N0. 260-051-18 ELEVATION: 82.081 FEET DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR ERIN RIST EXP. 9-30-23 DATE: DATE: PLANING CASE NO: CDP-004058-2020 TPM/TM/CDP/DR/MUP/MIN/FIA SHEET 4 OF 4 Fnn. PRn.IF(:T Nn �nF.�,�- , DATF: 09-29-22