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2021-14239 G (Plans)OLYMPUS ST RIGHT OF WAY NOTE 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY CONCRETE WASHOUT GEORGE & WANDA BENNETT Z HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 633 SPARTA DRIVE, 4C ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, ENCINITAS, CA92024 r cn OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. (760) 701-2302 o y SPARTA DR AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. SIT DRAINAGE NOTE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO SITE ADDRESS PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION CONSTRUCTION SITE ACCESS LEUCADIA BLVD NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT 633 SPARTA DRIVE, IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED ENCINITAS, CA92024 a CONVEYED TO AN APPROVED DRAINAGE FACILITY. THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS STEEL PANELS/PLATES. APN: 254-400-22 - - 5 PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE UTILITY NOTE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER CONSTRUCTION VEHICLES LEGAL DESCRIPTION ENCINITAS BLVD AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. PORTION OF LOT 2, BLOCK "G" OF SOUTH COAST PARK ANNEX PER NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN MAP NO. 1788, TOGETHER WITH STREET VACATION PER DOC. No. GENERAL NOTES REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU ("IN PLACE"), OR IN A SECURE EROSION CONTROL 2014-0116581, RECORDED 3/25/2014 VICINITY MAP LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE APN: 254-400-22 NOT TO SCALE SANTA FE DR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, T.B.M. PG. 1147, C-3 FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. 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 EROSION CONTROL NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. OWNER'S CERTIFICATE INSPECTION. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED 2. THE SOILS REPORT TITLED "633 SPARTA DRIVE" PREPARED BY GEOSOILS, INC. DATED 9/14/20, AND 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CASEY BENNETT AT (760) 701-2302, 24 HOURS SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. UPDATE "GRADING PLAN REVIEW" DATED 8/17/2021, PROJECT# W.O. 7954-A-SC SHALL BE A DAY. CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID UNNECESSARILY; THEY HELP DECREASE EROSION. LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ENGINEERING INSPECTOR. EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. GRASSES TO SHIELD AND BIND THE SOIL. THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE SIGNATURE:_ DATE: 3/8/2022 REPLACED OR REPAIRED TO CONDITION REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. GEORGE BENNETT, JR., OWNER EXISTING PRIOR TO GRADING. CIRCUMSTANCES WHICH MAY ARISE. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR �/ SIGNATURE: `' ` BE DATE: 3/8/2022 DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE WANDA L. BENNETT, OWNER ENGINEER OR A LICENSED LAND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM SURVEYOR. INCORPORATED HEREON. STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE SOILS ENGINEER'S CERTIFICATE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SLOPE AT THE CONCLUSION OF EACH WORK DAY. STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND I, STEPHEN J. COVVER , A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 9/14/2020 (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TRAINING AND FOR AN UPDATE ON 8/17/2021. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. � 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SIGNED: r` DATE: 9/22/2022 HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS WASTE MANAGEMENT STEPHE J. COOVER ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION GE NO.: 2057 SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING 760 633-2770. ( ) SYSTEM. MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE �OFESS/O 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. EXP. DATE: SEPT. 30, 2023 �� ,N J• Cpp F� 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED JOB #: W.O. 7954-A-SC No. 2057 CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR w CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN COMPANY: GEOSOILS, INC. HAULING OPERATION. AND/OR THE TURF/LANDSCAPED AREAS. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY ADDRESS: 5741 PALMER WAY, CARLSBAD, CA 92010 ��q Cl V1v �F 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA TRASH MATERIAL. PHONE: (760)438-3155 OF CN�\F�� 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO: LDEV-014239-2021-G HAS BEEN ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN IT TO AN ADEQUATE IMP/BMP. TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON STATEMENT OF ENGINEER OF WORK SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. WITHOUT A PERMIT FROM THE CITY. LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN A REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. R POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM THE SITE. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN RULES AND REGULATIONS REQUIRED BY THE CITY ENCINITAS, TO THE EXTENT THAT THE ENGINEER b° REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 3 IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE SURFACES. NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE ACCEPTABLE FOR THEIR INTENDED USE. DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. REQUIRED FOR THIS STRUCTURE. NOTIFICATIONS 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN SIGNATURE: " n.,DATE: 9/19/2022 ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE SAN DIEGUITO WATER DISTRICT NOTES: 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE JOSHUA R. ZEIGLER a MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY COMPANY: SPEAR & ASSOCIATES, INC. GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE ADDRESS: 475 PRODUCTION STREET, SAN MARCOS, CA 92078 COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO PHONE NUMBER: (760) 736-2040 n PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: RCE EXPIRES: 9/30/2024 NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS A. SEWERS - LWD 760-753-0155 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH PROJECT. B. GAS & ELECTRIC - SDGE - (760)-438-6200 SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE C. WATER - SAN DIEGUITO WATER DISTRICT- (760) 633-2650 BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED D. TELEPHONE - SBC BELL - (760)-489-3411h�l 1 PLANS PREPARED BY: NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 Q�OFESS/ONq �F SPEAR 8z ASSOCIATES, INC. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN ��`�� �p R. 2F� cl� �; y REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS o�� G� CIVIL ENGINEERING & LAND SURVEYING ACCORDANCE WITH THE GRADING ORDINANCE. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY PROJECT. PHONE: (760)-633-2770. �° �a }� 475 PRODUCTION STREET, SAN MARCOS, CA 92078 No.85413 EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS � PHONE (760) 736-2040 FAX (760) 736-4866 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2770. ALL WORK WWW.SPEARINC.NET PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. ��q CI V1� AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. EARTHWORK DATA OF CAS-��P UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. STEEPEST EXISTING NATURAL SLOPE ON -SITE - 17' H : 8.5' V r� ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN MAXIMUM VERTICAL DEPTH OF CUT = 4.0' DIEGO GAS AND ELECTRIC VAULTS. MAXIMUM VERTICAL DEPTH OF FILL = 3.5' 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. CUT = 495 C.Y. FILL = 90 C.Y. PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN EX/IMPORT - 400 C.Y. PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN REMEDIAL - 260 C.Y. 3.O' REMOVAL AND RECOMPACTION UNDER AND 5.0' OUTSIDE OF BUILDING AREAS) GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS a CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF PARTS. DISTURBED AREA - 8,000 SQ FT THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED IMPERVIOUS AREA z REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-1 8. WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5,185 SQ FT TREE REMOVAL. IMPERVIOUS AREA AFTER CONSTRUCTION: 7,870 SQ FT 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INCREASE IN IMPERVIOUS AREA: 2,685 SQ FT INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO IMPERVIOUS AREA REPLACED: 325 SQ FT lu ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE PUBLIC SEWER SYSTEM APPROVAL DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION APPROVED BY: LWD DISTRICT ENGINEER WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE APPROVED NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING CRCE92 9i2si2o22 r I 10/5/2022 , fcarr BobPLANNING 10%5�2022 Steven Kelly Gaffrey 10/05/2022 ACTIVITIES ARE ALLOWED TO RESUME. DEXTER S. WILSON, PE DATE j�J10-5-2022 ee ey DIVISION DEXTER WILSON ENGINEERING, INC. 6/30/2024 SI DATE `Ir'"! ll DATE I - DATE SIGN DATE SIGN DATE FIRM EXP. DATE y n n 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. JRz AJv JRz INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC LADED: APPROVED: GRADING PLAN FOR: DESCRIPTION: B.M. N0. 1005 9/19/2022 Jill T. 633 SPARTA DRIVE LOCATIONON'OFFSETTOTHECENTEROFTHE PUBLIC WORKS DATE: LDEV-014239-2021 CUL-DE-SAC AT THE N.E. END OF ARBOR COURT. JOSHUA R. ZEIGLER DATE PLANNING 85413 ICHAEL S RIZIC JILL T. BANKSON GEORGE &WANDA BENNETT Q RECORD FROM: ROS 18416 REVIEWER \ ��� ✓ R.C.E. NO.: n, PRINCIPAL ENGINEER CITY ENGINEER APN: 254-400-22 o ELEVATION: 174.39 DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR �� JOSHUA R. ZEIGLER EXP.: 9/30/2024 10-07-2022 10-20-2U2� DATE DATE PLANNING CASE NO: N/A SHEET 1 OF 4 a 00 0 N 6� Q U u� O UC) z� WQ �U) Q _ UU) Ozo U)F- o 060� Q�� Wa_ r- m WtC z Q a O U 0 z �&j ww w w ui z E z (D O wQa LEUCADIA WASTEWATER DISTRICT - GENERAL NOTES: 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGNS, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO LEUCADIA WASTEWATER DISTRICT (LWD) STANDARD SPECIFICATIONS, AVAILABLE ON THE LWD WEBSITE, AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT-OF-WAY AND OTHER REQUIRED PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR APPROPRIATE AGENCIES. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES SHOWN. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF 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. 8. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT ALL TIMES (DURING CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD FACILITIES. 9. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF THE LWD ENGINEER AT NO COST TO LWD INCLUDING INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR. 10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN-UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. 11. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES. 12. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED. 125 VAR/ES EASEMENT FOR GENERAL UTILITY PURPOSES 2014-0116581, RECORDED. 3/25/2014. PROPOSED GR4DE­\ m ADD GROUND COVER TO PREVENT EROSION OF PROPOSED SLOPE SECOND 3" STEP 0 SECOND FLOOR FLOOR ENTRY (RECESSED SECOND FLOOR ENTRYWAY FF= 14.917 7.n9' PROPOSED STRUCTURE (PER BUILDING PERMIT) _-_-_-_ - --- (2) STEPS PROPOSED GRADE W/7" RISERS EXISTING GARAGE 150 F.F.= 148.4f v EXISTING SEWER LATERAL (APPROXIMATE LOCATION) 145 EX/STING GRADE _ _ _ _ _ _ _ _ - - M/RADRA/N COMPOSITE DRAIN \ -PROPOSED 4" PVC ----- SYSTEM (PER BUILDING PERMIT) / \� STORM DRAIN r TEMPORARY CUT SLOPE ® %2:1 (H.•V) PROPOSED EARTHEN _ ------ BETA/NING WALL I , � co, PER GEOTECHN/CAL ENGINEER'S PROPOSED PCC DRIVEWAY "- 4 W LEVEL LANDING, (PER BUILDING PERMIT) I SCALE PER DETAIL, � o g � RECOMMENDATIONS ",^�-Em,EEDV3 STEP ®FIRST FIRST FLOOD I o SHEET 3 FLOOR ENTRY = I <r --------------- _ _ _ _ _ _ _1207. IN ANY DIRECT/ON. • - � '� � a _d. I .� � � .� ..�!��!r,� •,�!i � ...�..� � \�� TEMP. 4" PERFORATED PIPE '% EXCAVATION (DRAIN TO WEST, WORK AREA OUTLET INTO BASIN A) I I SECTION A SCALE.- 1 " = 5.0' PROPOSED PCC 3.00 SIDEWALK 2 nq I 13.0% 140 C35 125 ' PLANS PREPARED BY: Q�DFIss/ONq = SPEAR 8z ASSOCIATES, INC. ��� P R. 2 �F L CIVIL ENGINEERING & LAND SURVEYING � Fi�l a 475 PRODUCTION STREET, SAN MARCOS, CA 92078 z w No.85413 m PHONE (760) 736-2040 FAX (760) 736-4866 - WWW.SPEARINC.NET'r iviv OF (-L0 n DESIGNED BY: DRAWN BY: CHECKED BY: n CHANGE NO. DESCRIPTION APPROVED DATE AS -BUILT APPROVALS JRZ AJV JRz ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: B.M. NO. 1005 INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC ND ED: APPROVED: GRADING PLAN FOR: LOCATION: 20'OFFSET TO THE CENTER OF THE PUBLIC WORKS DATE: 9/19/2022 Jill T. 633 SPARTA DRIVE JOSHUA R. ZEIGLER DATE LDEV-014239-2021 H CUL-DE-SAC AT THE N.E. END OF ARBOR COURT. PLANNING < </ R.C.E. NO.: 85413 ICHA L TRIZIC JILLT. BANKSON GEORGE & WANDA BENNETT �L% Q RECORD FROM: ROS 18416 REVIEWERn "" PRINCIPAL ENGINEER CITY ENGINEER APN: 254-400-22 o ELEVATION: 174.39 DATUM: NAVD88 PRINCIPAL ENGINEER DATE �JOSHUA R`ZEIGLER EXP.: 9/30/2024 10-07-202 10-20-2U2� a INSPECTOR DATE DATE PLANNING CASE NO: N/A SHEET 2 OF 4 CONSTRUCTION NOTES: O CONSTRUCT P. C. C. PAVEMENT OVER CL -# A.B. (PER SOILS ENGINEERS RECOMMENDATIONS). 2O INSTALL 4" PVC SEWER LATERAL 02.07. MIN. O3 INSTALL L=3 xW=3' RIP -RAP ENERGY DISSIPATOR PER D-40 (SDRSD) TYPE 2 ROCK CLASS, 1' THICK OVER FILTER BLANKET (PVT). ® CONSTRUCT 3.0' WIDE MIN. SIDEWALK PER G-7 (SDRSD). O5 INSTALL ROOF DRAIN DOWN SPOUT (ATTACHED TO BUILDING COLUMN) TO OUTLET TO SPLASH PAD. © INSTALL ROOF DRAIN DOWN SPOUT (ATTACHED TO BUILDING COLUMN), CONNECT TO 4" PVC STORM DRAIN. O INSTALL EARTHEN SWALE PER DETAIL HEREON. ® CONSTRUCT (2) STEPS W/7" RISERS PER BUILDING PERMIT. 90 INSTALL 4" PVC VERTICAL RISER W/4" YARD DRAIN W/ATRIUM GRATE. 10 EXISTING OVERHEAD UTILITIES TO BE REMOVED (UNDER -GROUNDED). 11 EXISTING UTILITY POLE TO BE REMOVED. 12 EXISTING TREE TO BE REMOVED. 13 EAST WALL OF BASIN 'B' SHALL HAVE A VERTICAL SIDE WALL LINER. 14 INSTALL PVC SUB -DRAIN PERFORATED PIPE 0 1.07. MIN. PER THE GEOTECHNICAL RECOMMENDATIONS. SEE RETAINING WALL SUB -DRAIN TABLE HEREON FOR INVERTS. EXISTING EASEMENTS: O EASEMENT IN FAVOR OF SDG&E REC. 712911959 BOOK 7797, PAGE 327 O.R. O RESERVED PUBLIC EASEMENT FOR GENERAL UTILITY PURPOSES PER DOC. No. 2014-0116581, RECORDED: 3/25/2014. RETAINING WALL SUB -DRAIN ELEVATIONS DESIGNATOR ELEVATION REMARKS ❑A 138.21 PERFORATED 0 1.0% © 137.98 PERFORATED 0 1.0% © 137.51 PERFORATED 0 1.0% ❑� 137.38 PERFORATED 0 1.0% ❑E 137.28 PERFORATED 0 1.07. STORM DRAIN DATA TABLE (PRIVATE) NO. BEARING LENGTH REMARKS O N57'5'37"W 35.70' 4" PVC SDR-35 0 4.067. O2 N07-4858"W 18.39' 4" PVC SDR-35 0 4.08% O3 N90'00'00 "E 14.00' 4" PVC SDR-35 0 48.867. O4 N90'00'00 "E 8.82' 4" PVC SDR-35 0 2.27% O N90'00'00 "E 17. 63' 4" PVC SDR-35 0 2.07. 0 N74.59'51 "E 14.28' 4" PVC SDR-35 0 9.80% 7 N90°00'00 "E 3.39' 4" PVC SDR-35 0 1.0% BIORETENTION BASIN SIZING: PROPOSED OR REPLACED IMPERVIOUS AREA A= 1,562 SO FT BIORETENTION BASIN A 4. 0%x 1, 562= 62 SO FT BASIN PROPOSED OR REPLACED IMPERVIOUS AREA B= 1,448 SO FT BIORETENTION BASIN B 4. 09x 1, 448= 58 SO FT BASIN DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE COBBLE ENERGY FOR DISSIPATER WELL DRAINED SOIL RETENTION AREA SHALL BE LEVEL AND DEPRESSED A 6"x12" PCC CUTOFF WALL 2-3" HARDWOOD MULCH MIN/MUM OF 6" FROM THE APPROVED SURROUNDING GRADE RA GTE FLOW INLET P/PE FROM ARF4 D,�gINS .� FPCE • I iiiiiiiii��ii�,iiiiiii� •,ii� � / � I /,�I��I�•I�•I�•I�•I��I�•I�•I�I��I��•I�•I�•I�•I�•I��I�•I�•I �I�•I�•C l/� ��l �l►��11. �1 �n VIM ill to Jl� ILI **3/4" CRUSHED ROCK LAYER SHALL BE A MIN/MUM OF 12" 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 /S 49 OF THE IMPERVIOUS AREA DRAINING TO IT. BIORETENTION BASIN n CHANGE NO. V V V DESCRIPTION TYPICAL DETAIL NO SCALE APPROVED I DATE \ 11 11 " 11 1 I 11 I 1 £ 11 \" I \ 1 ' 129.49) EXIST. 18 AA [LD JVo �29&° ?00°il W O 1 £ CPR (PRIVATE) FS EX II QP���`F' EX. EP . EP P� ���� 12846-SG I " ( ) EX. SU VEY MON MENT � EX. RVEY MONUMENT (PROLE T IN PLA E) NOO'45'02"E 188.55, F" (PRO ECT IN PLACE) EX. D1 I 1 - -- - -- -- X X-x�x " d RIES ' 1 7.54 � " � N �,,� � \ ( S X EXIST. AC BERM B 132.10 4.34 13 16 o o� o o EX. EP 1 DRAINAGE OPENIf� E AC BER /NV OUT F F (2 A `"'° " Z"' z� � � oo m C \ °porno^^co r�r� I (1 8.58) A rvv �iZ�iZ � � 1 " EX. SHED EX. £AIL BOX TO d F " _ 37 - 1 ;: "" " �� � 14E7`S00------- --- ------------�\---- ,��s (TO REMAIIN) BELOCATED TO I ,: T " - -y � PRIVA E PROPERTY I38 o• •14 T cP, sr� C 128.42 j I v .rf` . ��. � . � � • : 20 ��a --- � - 1 FS o I 1 12 G `: � :137: 1 14J 64 Ti � � 148.08 TW '. ^ \ EX. SDG&E m 12... N _ FF }38.83_FF ►� F, 1 PUL£BOX x_ I `r:,• , �: l 1,7. i 138.08 138.30 _-- _ 1525 ajoo \ A 137.55 PE _-- ---- ---- 3.00'Oil F 10 1, oN off 11 1 133.50 /NV I AS N B T 138.50 I i 1147.5 (148.30) FG, \I 58 S FT 137: '. 29 i 148. 8 - 10 FS EX. RESIDENCE I I > 137.00 OP 1 .25 FS 138.30 f}F 1- }38. 3 FF ,- TO REMAIN v \ 138.47- / ( ) 1 �, 11 b l 22 II 136.50 G �•5 0 137.55„ _ _ 1 i b8 PE g1l25 G9__-47. 54 - 25 /NV FL _ r 2s:. r 3 1 1 \ RiD FF i aF. �EX. SEWER I 12 GE.: � - \ 1 20.00 :5.88.83 �10 ------ - Z A FF IDGE1 1 £ " 1 I 1 EX�S1 4 T R I " I 1 Ni � 1 a1 cp o � -' cn 1 "m m 1 1 " � � 1 .• ® PE. ; /; %� _ ®I o 1ST FF-=;, 1 83 :. EMAIN EX. PATIO 0 K FEE _I i I I m-° H o RM--�M 4 0 'o Z i Ho 2g'z? 6(B� _00 11528-G " I EX. SURVEY MONUMENT \ S .9 i 138.08 (PROTECT IN PLACE) , 46. , J S 0'45'47 13.7 I 7 :. :. •i 141.0.0 137. 8 iE 1}38.<40 :FS. " G EX. COOP o 1 7 3 . 141.75 jG 5 FL 3 . `• � -138: 9 138.50 s 1JZ08 TG ` `+++.` I 136.75 FG � 2 T P 144.00) 1 FG I \ \ s 133- INV s� s _ 1 6. G 0 / EX. SHED + 1 I 5q � . - W 18�•48' I138.5011 \ -' N1,3'38 53 ix 1 R ' I 1 FG 41 -, o p ' x / x x GATE x S X x ° / X. SURVEY 0 UMENT (PRO PLACE 4 1 LIT \ x x _ / / S i ASP LTC EE A EN CE. REP R AC / BERM T TH DISCRETI N OF / �5 0 LOP T SERVICE - APPLY / OR R HT -OF -WAY PERMIT JS �_ E EX. FH / S RA p1 / ,S� • SEW / G I S . 1.50' 10 5 0 10 20 30 MIN. � 3 TYPICAL SECTION 1.0% MINIMUM GRADIENT EARTHEN SWALE DESCRIPTION: B.M. NO. 1005 LOCATION: 20' OFFSET TO THE CENTER OF THE 4T CITY STREET TREES NOTE: I�hl�91 PLANS PREPARED BY: QRpFESS/pN CITY TREES WITHIN THE RIGHT OF WAY SHALL BE PROTECTED SPEAR 49-- ASSOCIATES INC. IN PLACE. ANY DAMAGED CITY TREES SHALL BE REPLACED. CIVIL ENGINEERING & LAND SURVEYING 475 PRODUCTION STREET, SAN MARCOS, CA 92078 Fn PHONE (760) 736-2040 FAX (760) 736-4866 � No.85413 NOT -TO -SCALE WWW.SPEARINC.NET � �q LP 01 V IL I _Z? ��� �� lF OF CAS\F CLIL-DE-SAC AT THE N.E. END OF ARBOR COURT. RECORD FROM: ROS 18416 ELEVATION: 174.39 DATUM: NAVD88 AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JRZ AJV JRZ INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 9/19/2022 R.C.E. NO.: 85413 JOSHUA R. ZEIGLER EXP.: 9/30/2024 REC NDED: APPROVED: Jill T. o^`''i"'+^`^ ICHA L TRIZIC JILL T. BANKSON PRINCIPAL ENGINEER CITY ENGINEER 10-07-202/- 10-20-2022 DATE DATE GRADING PLAN FOR: 633 SPARTA DRIVE GEORGE & WANDA BENNETT APN: 254-400-22 PLANNING CASE NO: N/A LDEV-014239-2021 PUBLIC WORKS JOSHUA R. ZEIGLER DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 3 OF 4 g PUBLIC TRAVELLED N � 1 I 50 MIN, ROADWAY j L \ (129.49) FS EX. EP O ► EX. EP MI II I, 8" N, I I I I I \ \ 1 EX. SU VEY MON MENT GRAVEL BA S I EX. RVEY MONUMENT PR❑FILE _ ► \ PROLE T IN PLA E) - EX. D FIBE FILTER ROLL _ _ CASQ SE- - - "' - �� _ x—x—x - - x - - - - - (PRO ECT IN PLACE) _ _ _ _ _ _ -_ o o - - - - - ' EXISTING GROUND TRAVELLED PUBLICROADWAY ► CASQA SE-5 \ ( d AC BERM 4.34 F \ EX. EP x \ EX. ► 1 8.58) _ \ — AIL BOX TO d F CASQA x EX. SHED I (TO REMAIN) 0 010 20' R � 0 14 MIN, 0 °�0 �" m m BE R LOCATED TO \ PRIVA E PROPERTY d N I . TC-1 ! ����� ���� �� ° a ° _ ° ° ° T SILT FENCE CAkQA SE-1 I X 0°00 0 0 0�800 0 0 0 s`0 TII o 128.42 1 ) / f' a :`L - - ° PLAN 20' RAD, I ► FS � r r r - � ---- I = EX. SDG&E ►� PUL BOX .';r�%r r --' -- i _ I �° 1 PR❑VIDE APPR❑PRIATE TRANSITI❑N BETWEEN STABILIZED C❑NSTRUCTI❑N �' ► £Lj r rr ENTRANCE AND PUBLIC TRAVELLED o m I --� - -- -�/ ---- ROADWAY ► RAVEL BAGS STABILIZED CONSTRUCTION ENTRANCE ► CA QA SE-6 (TYP.) \ _ I �'-�= i (148.30) FS EX. RESIDENCE (TO REMAIN) NO SCALE PER TC-1 OF THE CASQA BMP HANDBOOK SE-7 - ,- CE- ► � __. . .. _- � i I ; ... °K° .. EX. SEWER y� LLJ ----- - _ ► i CASQA NS-10 IZ7 i I 1 ° A / "``' GROVEL BAGS GRAVEL BAGS OVERLAP ONTO CURB I y ► 9 Irc ° ° CASQA SE-6 (TYP.) N S S Ir I � W 1 s I s ► s H s CASQA WY-1 iP - i_ i _ A I I I J q 147.93 F EX. PATIO ► 1 J I ; N EX. SURVEY MONUMENT (PROTECT IN PLACE) 3 FT 0.9 M MIN. Q .� \1 N ► \ ► CASQA WM-5 s - r . I\�c 144.6 A G EX. COOP �'/, - 0 -- RUNOFF GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED SD ► N \ F/BER FILTER R�LL - CASQA SE-5 \ �rr GROVEL BAGS r :-...r.r rrr r rr rr GRAVEL BAGS CASQA SE-6 (TYP.) /'} / GRAVEL BAGS ► \ CASQA CASQA \ WM-8 WM-9 CASQA SE-6 ( .) rr`ri�rr zq (144.00) FG /' '' EX. SHED + / NO SCALE PER SE-6 OF THE CASQA BMP HANDBOOK ► / 0 X iX 1, SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSL❑PE FROM AND � ' ALONG THE LINE OF POSTS. ► q/ ,- �� o . 10' MAX, \ 41 / / FENCE ,X " 0 ► �i 41 _ ► ° �� ' X. SURVEY UMENT % X / 5 �— I/lkl IIIII I 4 IN (10 CM) (PRO PLACE ► H ` / �X / - %s 2, ATTACH THE FILTER FABRIC TO 3. BACKFILL AND COMPACT THE THE FENCE AND EXTEND IT EXCAVATED S❑ILI INT❑ THE TRENCH, ► .. �js ► "' o , / / s/s I ���� II II I I FILTER FABRIC I�'I i �� SOTRef- I II II ICI III �I�I111� ��1= N EX. oFH SILT FENCE NO SCALE ► £ N -� s/ PER SE-1 OF THE CASQA BMP HANDBOOK I � TEMPORARY CONSTRUCTION BMP LEGEND �' �S EVERY ti 3' TO 4' CASQA SOLID WASTE MANAGEMENT (TRASH STABILIZED CONSTRUCTION ENTRANCE TC-1 DUMPSTER) CASQA STREET/PAVEMENT SWEEPING AND CASQA CONCRETE WASHOUT WASTE VACUUMING WHEN TRACKING IS PRESENT MANAGEMENT 8" -10" DI A. ADJACENT ROLLS SHALL SC-7 WM-8 10 5 0 10 20 30\\\�'' TIGHTLY ABUT EACH =\ OTHER CASQA VEHICLE STORAGE NS-10 MAINTENANCE AND EQUIPMENT CASQA SANITARY/ SEPTIC WASTE MANAGEMENT WM-9 (PORTABLE TOILET) i SCALE: l �� _ 10, Ifih\\ PLANS PREPARED BY: ,\\� NOTE: 1. STRAW ROLL INSTALLATION REQUIRES THE ; � �� PLACEMENT AND SECURE STAKING OF THE ROLL IN �1%1" QROFESS/pN9 �+ SPEAR 8i ASSOCIATES, INC. ��� P R. 2 �� F��t'� �/ STAKE A TRENCH, 3"-5" (75-125mm) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN CASQA 0000o GRAVEL BAGS PER CAS A SE-6 Q h CIVIL ENGINEERING G & LAND SURVEYINo��� 475 PRODUCTION STREET, SAN MARCOS, CA 92078 PHONE (760) 736-2040 FAX (760) 736-4866 No. 85413 UNDER OR AROUND ROLL. FIBER ROLL DETAIL MATERIAL DELIVERY AND STORAGE AREA WWW.SPEARINC.NET� WM-1 �o- SILT FENCE PER CASQA SE-1 cIV1\* �- NO SCALE r FIBER FILTER ROLL PER CASQA SE-5 � ��~°� -� 9TF OF CA��� �� �� �� PER SE-5 OF THE CASQA BMP HANDBOOK CHANGE NO. DESCRIPTION APPROVED DATE AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JRZ AJV JRZ DESCRIPTION: B.M. NO. 1005 LOCATION: 20'OFFSET TO THE CENTER OF THE INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 9/19/2022 R O M DED: APPROVED: Jill T. Q^'^�'^+^� GRADING PLAN FOR: 633 SPARTA DRIVE LDEV-014239-2021 PUBLIC WORKS CUL-DE-SAC AT THE N.E. END OF ARBOR COURT. JOSHUA R. ZEIGLER DATE PLANNING �n R.C.E. NO.: 85413 \ I_ JOSHUA R.-ZEIGLER EXP.: 9/30/2024 MICHAEL STRIZIC JILL T. BANKSON PRINCIPAL ENGINEER CITY ENGINEER - 10-20-2022 DATE DATE PLANNING CASE NO: N/A GEORGE & WANDA BENNETT APN : 254-4UU-22 RECORD FROM: ROS 18416 ELEVATION: 174.39 DATUM: NAVD88 REVIEWER CITY ENGINEER DATE INSPECTOR SHEET 4 OF 4