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2022-20994 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO 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. DRAINAGE NOTE 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. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE /N 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 "PRELIMINARY GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS" PREPARED BY ENGINEERING DESIGN GROUP. DATED MAY 10, 2021, JOB NO.216588-1, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE /N ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED /N SAID REPORT. J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION, AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS, SEPARATE APPROVALS AND 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 AND TO THE SATISFACTION OF THE CITY ENGINEER. . 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 (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5: 30 P.M. AND 7: 30 A.M. NOR ON SA TURDA YS, SUNDA YS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONS/TE WITH THE FOLLOWING PEOPLE PRESENT- CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERM/ TTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS /N 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-020994-2022 HAS BEEN PERFORMED /N 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 EXCA VA T70N 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 MA TER/AL. UPON COMPLETION OF GRADING OPERA TIONS HE SHALL STA TE THA T OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT /N 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 POND/NG 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 /S 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 /N 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 /N 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 /N 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 /S 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 PALEONTOG/CAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES /N 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 AC/T/V/TY, 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 /F 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 /N SITU (`1N PLACE), OR /N A SECURE LOCATION /N 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. (CHANGE NO. 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 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. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. LEUCADIA WASTEWATER DISTRICT - 760-753-0155 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT - 1-800-227-2600 D. TELEPHONE - SBC BELL - (760)-489-3411 E. CABLE TV - COX COMMUNICATIONS - (760)806-9809 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. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVAN MCLAUGHLIN AT (858)539-5522, 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 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. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: CONTROL POINT 1024 LOCATION: 2.5" DISK IN SIDEWALK, SOUTHEAST QUADRANT LEUCADIA BLVD. AND ORPHEUS AVE. 37' EASTERLY OF TRAFFIC SIGNAL. RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL j4PPROVED BY: LWD DISTRICT ENGINEER C33692 visizozz DEXTER S. WILSON, PE RCE DATE DEXTER WILSON ENGINEERING, INC. 6/30/2024 SIG FIRM EXP. DATE AS -BUILT APPROVALS DESIGNED BY: CFI BRIAN M. ARDOLINO DATE PRINCIPAL ENGINEER DATE 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. �N7:{•%\9_•rrN7�I_\�I�Zel:7\�71�[e1•[•Ifrl�llrl.`1_\:71�[iPi9��7�1�1:�1�[e1�i9�r�i9rra�:� 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. ►�airr�s��Y�e��.�:an>��K•��rz.��y:r_\��:3��n�n�ira�.a 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. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A, NO NATURAL SLOPES ON SITE MAXIMUM VERTICAL DEPTH OF CUT = 4.9 FT MAXIMUM VERTICAL DEPTH OF FILL = 1.7 FT AVERAGE DEPTH OF CUT = 1.7 FT AVERAGE DEPTH OF FILL = 0.4 FT CUT = 195 C.Y. FILL = 65 C.Y. EXPORT = 130 C.Y. REMEDIAL = 190 C.Y. ( 175 REMOVAL AND RECOMPACTION UNDER AND 15 OUTSIDE OF BUILDING AREAS) * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. DISTURBED AREA: 16,990 SQFT IMPERVIOUS AREAS ON -SITE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 272 SQFT OFF -SITE IMPERVIOUS AREA PRIOR TO CONSTURCTION: 0 SQFT ON -SITE IMPERVIOUS AREA AFTER CONSTRUCTION: 3,731 SQFT OFF -SITE IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SQFT INCREASE IN IMPERVIOUS AREA: 3,459 SQFT IMPERVIOUS AREA REPLACED: 272 SQFT ZONING REQUIREMENTS R-3 (RESIDENTIAL - 3) PUBLIC WORKS 12/21 /2022 DATE I SIGN CHECKED BY: INT. DATE PLANS PREPARED UNDER SUPERVISION OF PUBLIC WORKS DATE: 12/15/2022 PLANNINGI /,�) • R.C.E. NO.: 71651 REVIEWER INSPECTOR BRIAN M. ARDOLINO EXP.: 12-31-23 PLANNING DIVISION 12/20/22 DATE OWNER/PERMITTEE ROBERT WEIR 1845 LODGEPOLE ROAD SAN MARCOS, CA 92075 SITE ADDRESS 713 NORMANDY ROAD ENCINITAS, CA A.P.N.: 254-590-20 LEGAL DESCRIPTION PARCEL 1 OF PARCEL MAP NO. 1465, Il� OF ENCINITAS, COUNTY OF SAN DIEGO, ' CALIFORNIA, IN THE OFFICE OF THE COU RECORDER OF SAN DIEGO COUNTY, APRI KARN ENGINEERING & SURVEYING 129 W. FIG STREET W FALLBROOK, CA 92028 760-728-1134 DATE OF SURVEY: MARCH 25, 2021 OWNER'S CERTIFICATE S I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION STABILITY OF THE SITE. I (WE) 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. SIGNA TURE: 42irl DATE: 12/15/2022 ROBERT WEIR SOILS ENGINEER'S CERTIFICATE I, STEVE NORRIS CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS /N 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 APRIL 23, 2019. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS A SPECIFICAT70NS. SIGNED: _ DA TE, 12/15/2022 STEVE NORRIS RCE NO.: 2590 EXP. DA TE: 2 3112 3 JOB #.- 216588-1 ENGINEERING DESIGN GROUP 2121 MON77EL ROAD SAN MARCOS, CA 92069 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 /N 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. • QRpF ESS/pN SIGNATURE.• DA TE. 12/15/2022AEL ql BRAN 94. ARDOLIND RCE No. 71651 PASCO LARET SUI TER & ASSOCIATES 1911 SAN DIEGO AVE. SUITE 100 w m No. 71651 o rmn SAN DIEGO, CA 92110 Exp. 12�31 �23 RCE EXPIRES 12-Jl-23 , PASCO LARET SUITER San Diego I Encinitas I Orange County Phone 858.259.82121 www.plsaengineering.com PARKS AND RECREATION Ed J ;� 12-21-22 SIGN DATE ENGINEERING DIVISION APPROVALS (KV M ENDED: APPROVED: m- MICHAEL STRIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 02/10/2023 02/10/2023 DATE DATE s\ Civic �\� qTF OF CA��F� BMP PROJECT STATUS STANDARD SAN DIEGUITO WATER DISTRICTI ENCINITAS FIRE DEPARTMENT SIGN 12/21/2022 SfevervXeUy Gaffv-ey 12/2012022 DATE I SIGN CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: 713 NORMANDY ROAD WEIR RESIDENCE APN : 254-590-20 PLANNING CASE NO: CDP-004726-2021 DATE DRAWING NO. LDEV-020994-2022 SHEET 1 OF 4 Q U o O o Cn CnW QZ) o IW- �¢rn v� O W W U c00 i Q W O � � PLOTTED 12/15/2022 PLSA 3626 LEGEND - - PROPERTY LINE - CENTER LINE W EXISTING WATER LINE S EXISTING SEWER LINE OE EXISTING OVERHEAD ELECTRIC SD - EXISTING STORM DRAIN LINE G EXISTING GAS LINE X EXISTING FENCE T EXISTING TELEPHONE LINE EXISTING CONTOUR LINE EXISTING ASPHALT EXISTING GRAVEL PROPOSED SETBACKS PROPOSED EASEMENT PROPOSED BUILDING FOOTPRINT -+ 156.41 156.44 Al EX. MH ID 04-2050 f / RIM 156.4 IE 147.3 / ' S� - S PROPOSED PERMANENT BMP AREA PROPOSED CONCRETE PROPOSED PAVERS PROPOSED DECOMPOSE GRANITE PROPOSED AC PAVEMENT PROPOSED INVISIBLE STRUCTURES GRASSPAVE 2 FOR A Li Li Li Li Li 4' EMERGENCY ACCESS EASEMENT PER MANUFACTURE SPECIFICAITONS, OR APPROVED EQUAL PROPOSED BELGARD -AQUA ROC II PERVIOUS PAVERS, OR APPROVED EQUAL I PROPOSED SAWCUT LINE o PROPOSED CONTOUR LINE PROPOSED RETAINING WALL PROPOSED 4" HDPE AREA DRAIN BY NDS OR APPROVED EQUAL - - - - - - - - PROPOSED 4" PVC SDR-35 STORM DRAIN PIPE v v LIMITS OF GRADING SDRSD WALL FOOTING LIMITS ( ) RECORD DATA PER MAP 1465 ABBREVIATIONS: FINISHED GRADE AT TOP OF WALL FG@TW FINISHED GRADE AT BOTTOM OF WALL FG@BW TOP OF WALL TW FINISHED GRADE FG FINISHED SURFACE FS GRADE BREAK GB FINISHED FLOOR FF TOP OF STEP TS BOTTOM OF STEP BS TOP OF GRATE TG TOP OF CURB TC INVERT ELEVATION IE EDGE OF ASPHALT EA EASEMENT ESMT PROTECT IN PLACE PIP FLOWLINE FL CENTERLINE CL FACE OF CURB FC CURB INLET CI DECOMPOSED GRANITE DG EXISTING ELEVATION (XXX.X) PROPOSED ELEVATION XXX.X IMPERVIOUS IMP. ENCROACHEMNT MAINTENANCEAND REMOVAL AGREEMENT RECORDED -----------------FEBRUARY 21-2023. AS DOCUMENT NO. 2023- 0043415 OF 0. R. EMERGENCYACCESS EASEMENT RECORDED FEBRUARY 21 ---,2023. AS DOCUMENT NO. 2023 - 0043413_ _ OF 0. R. HOLD HARMLESS FOR DRAINAGEAGREEMENT RECORDED FEBRUARY 21 -, 2023, AS DOCUMENT NO. 2023 - 0043412 ___ OF 0. R. PRIVATE ROAD AND DRAINAGE FACILITIES MAINTENANCE AGREEMENT RECORDED _FEBRUARY 21 2023. AS DOCUMENT NO.: 2023=0043414 - OF O.R. 2T WIDE EASEMENT FOR PUBLIC STREET RIGHT-OF-WAY RECORDED FEBRUARY 21 , 2023. AS DOCUMENT NO.: 2023=Q043416 OF O. R. EX. WATER VALVE TO BE PROTECTED INftACE _ - SAWCUT AND STREET SIG TO B MAILI REMOVE EX. AC RELOCA D PE BE k FL 156.4 PAVEMENT TO MUTCD ST NDAR Hll TfW SOUTH NV Nv I FL 153.7 ( FL 157. CONSTRUCT G-14A • ,.. i CONCRETE DRIVEWAYt'7�D�Rl P ;, :.; TC 1577 REMOVE EX. AC o WAYPAVEMEN T�M EXISTING WM TO 695 NORMANDY ROAD TO BE ' A-04 u7os ' ` . . f ' 0 PROTECTED IN PLACE A ❑ TW 15 � FG®TW 157.2 APPROX. LOCATION OF ❑ ❑ / FG®BW 157.2 EXISTING 18" CMP PIPE TO BE REMOVEDF155AS&WSIN EXISTING POWER POLE TO ❑ BE PROTECTED IN PLACE » 157.53 n 157.14 APN: 254-401-25 SD S SD SD� SD EX. 30" RCP SD U G o m 3 = v EX. 8VCP SEWER � Q N N NORMAND Y ROAD W -,,i TO TED �9 DISCHARGE 8 PVC TO I ❑ EX. EARTHEN DITCH IE 156.1 i Q100=0.93CFS 20, I V100=2.67FPS -JE� 47Q- 'I+ L 159.0 W APPROX. LOCATION OF 20' PRIVATE TW 15 EXISTING GRATE INLET ROAD ESMT I MAX FILL PER PM 1465 L 1 ❑ 1. 7' TG 158.0 EX. GRAVEL AND ASPHALT I IE 157.5 - PRI V4_7E ACCESS ROAD TO BE REPLACED LIMITS OF GRADING i8.0 Ii6.9 00I W B FLOW LINE OF DITCH APPROX. AT PROPERTY LINE I�' o O o N LC) N - 0 Q_ �zl FL 158.E EXISTING POWER POLE TO BE PROTECTED IN PLACE e20' PROPOSED ROAD WIDTH EMERGANCY ACCES 28' TO J BUILDING FL 159.6- FD 3/4" IP & DISK - RCE 17109, PIP N C S SCALE: 1" = 10' 0 10 20 30 D - (N8 1149 0"W 145.23 o REMOVE EX. AC EX. 6" ACP o o m Ly N11 w v CURB AND GUTTER / WA TER -� REMOVE EX. \ FENCE Q REMYtTX. 0 EARTHEN W SWALE o WM, SDWD�� UPGRAUlD �$� �9 OP ER- LATERAL AND ° N - UAL METER PER WAS WS-09, i WC-17 AT OWNERS EXPENSE. SDRSD - RET. WALL ITION BMP-1• . . . FG 157.1 � f007wo ,L ffN - W X 46.5'L - SDR D C-3 o f FOOT RET. WALL ° ,58.76� IE 15Z2 m 0} TW 159.0 FG®TW 159.0 0 LIMITSFG@BW 157.2 FG 159.7 N FS 159.8 �r GARAGE LIMITS FS 3 I F� 160.2 PROPOSED Z;,-FA�MIL�Y RESI ENCE 160.4 GARAGE SLOPE I = 159.7 159.10 I I ,Jy.a II \ FG 159.7 ❑ IE 157.8 LZ 25' FYSB _ _ FG 159.1 W 15 i 9. TG 159.6 El IE 157.7 IE 158.2 � ❑ �f6 159.2 IE 1 iA 19 Z . ❑ ° 159.39 ] I I o\ 159.23 ❑ ° ° 159.27 S D 159.0 EX. LWD 8" VCP PROPOSED 4" SEWER SEWER MAIN LATERAL PER LWD STD. DWG S-17,S-25,S-32 (TYPE ll) /1 *CAUTION. 6" ACP WATER CONTRACTOR TO ASSESS MAIN. CONTRACTOR SHALL FEASIBILITY OF RELOCATING NOTIFY SDWD 48-HOURS EX. CURB INLET TO NEW PRIOR TO THE START OF THE FLOWLINE. IF INFEASIBLE, INLET CONSTRUCTION. CONSTRUCT NEW SDRSD D-1 \ TRANSITION AS NECESSARY IE SEWER 1 .3 TO THE SATISFACTION OF IE WA 15 .1 NEW AC PAVE THE CITY ENGINEER. - Ay (EL 160.4 0.2 160.1 ss&a s. \ 30' IOD FOR ROADW o PURPOSES PER DOC. \,69.50 M NO. 73-072845, NOT \ .59 TO R�MAN, PTED 156.48 �y EX. WM TO 605 °''o CONCRETE \° NORMANDY RD TO BE 9.. - SWALE TO REMAIN PROTECTED IN PLACE + 9. 159. ° 1.14 \ FD 3/4" IP & DISK TG 159.4 I RCE 17109, PIP IE 157.7 1 9' fi0 ° 162.54 -_ ROPOSED S R E M GA TO I~ 159.48 6 ''" PER LWD STD. 65-25 \\\ 159. V 48 59.14 1 9.61 159.34 59.81 v \ 59 84 .71 59 FG 159 G 159.5 IE 157.9 II TG 159.5 5 IE 158.1 37 2/O Oy 159.' � I - ° 159.33 - 0 /0 159.38 ° 159.55 ° 159.67 159.. .75 ,5 1 6o 1\ , El4 PROPOSED EMERGENCY H I I_ 56.49 ACCESS EASEMENT IIa TG 160.2 FS 160.4 - 158 ° S 159.5 IE 159.1 II o I -I-El , INSTALL t ° ,59.15 ° 159.21 GRASSPAVE2 - a iII FS 160.3 ❑ TG 58.0 IE 158.0 II - �TG 160.2 163 El2% - I IE 159.2 II 1 - FS 60.3 ❑ - TG 159.6 TG 159.6 ram, _ 9. OI ❑ IE158.1 IE158.3 +� IE158.5 FG 159.7 ��_�TG _ M. 159.6 ❑ S 160.5 � G LIMITS - O FG®Tw 160.5 N 88*58'58" W 145.2 (N '41'10"W 145.23' ,6Q. j FG®BW 160.5 13' TO w FG@6W 159.8 ) 6 TRANSITION AS BUILDING /� FGOBW 159.7 NECESSARY TO THE APN: 254-590-21 SATISFACTION OF THE CITY ENGINEER �t , 159.77 el- I} � e PTW 160.0 LBW 160.0 I TG 159.7 /5 LC) IE 158.3 159.700 �f 16 o o %(N C.0 (.0 II O:Z Q 16045 II 6116�I SDRSD C-2 �6o.g I RET. WALL 59 54 158.5 ' / II / 162.81 •- FOOTING LIMITS 162..II 22-Z I I J , TO 25' RYSB 60BUILDING FG 159.7 TG 159.4 IE 15& 7 I ID 3/4" IP & DISK RCE 17109, PIP SDRSD C-2 RET. WALL \ EX. MH ID 04-2060 RIM 161.8 NOTES: 1. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED UNDERGROUND. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINT SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BYA LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEERAS REQUIRED BY THE LAND SURVEYOR'S ACT. 3. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 4. CONTRACTOR TO FIELD VERIFY LOCATION, ELEVATION, AND CONDITION OF EXISTING SEWER LATERAL. 5. AREAS FOR STORMWATER QUALITY TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED OR REMOVED WITH A PERMIT FROM THE CITY. 6. ROOF DRAINS SHALL DISCHARGE TO LANDSCAPE AREAS DESINATED FOR STORMWATER TREATMENT PRIOR TO DISCHARGE FROM THE PROPERTY. DIRECT CONNECTION OF ROOF DRAINS TO THE PRIVATE STORM DRAIN IS NOT ALLOWED. 7. ANY PORTION OF THE EXISTING SIDEWALK OR ANY OTHER PUBLIC IMPROVEMENTS DAMAED DURING CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED TO THE NEXT JOINT TO THE SATISFACTION OF THE DEVELOPMENT SERVICES DEPARTMENT. 8. THE PRIVATE ROAD EASEMENT SHALL BE MARKED AND SIGNED AS "NO PARKING" ON BOTH SIDES FOR THE FULL EXTENT FROM THE INTERSECTION WITH NORMANDY DRIVE. 9. THE PRIVATE ROAD EASEMENT SHALL BE MARKED AND SIGNED AS "NO PARKING" ON BOTH SIDES FOR THE FULL EXTENT FROM THE INTERSECTION WITH NORMANDY DRIVE. PERVIOUS PAVERS Wl VOID FILLER s " TO a " (N0.8) MIN. a " VOID AGGREGATE IN VOIDS 6"X 16" PCC FLUSH CURB OR DEEPENED G-1 CURB BEDDING COURSE-2" THICK OF! " TO a " (NO.8) AGGREGATE CHOKER COURSE-4" THICK OF-!" " TO -1 " (NO.57) CRUSHED ROCK III -I � I -I MIN. 6" THICK OF 7' "CRUSHED ROCK III=III=III=III=III=III=III=III=III-I -III-III=III=III �'=III=III SOIL SUBGRADE PAVER SECTION NOTE: NOT TO SCALE -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAYBE REQUIRED "CONSTRUCTION NOTE.- -PAVERS TO BE COVERED AND PROTECTED DURING CONSTRUCTION -PAVERS SHALL INCLUDE SLOPED SUBGRADE OF 2% MINIMUM TO A PERFORATED SUBDRAIN, GRAVEL FILLED, AND WRAPPED IN FILTER FABRIC. -PERMEABLE PAVERS WITHIN 10 FEET OF THE PROPOSED RESIDENCE SHALL BE LINED PER GEOTECHNICAL REPORT SECTION 15.0 y y y BASIN PER PLANS y y y RIPRAP PER NOTES BELOW. y y y y y y y y y y y y y y y y y BASIN PER PLANS y y y y y y y RIPRAP PER NOTES BELOW. SDRSD WALL PER PLANS 6" PVC INLET IE PER PLANS TYPICAL TYPE 2 RIP RAP SECTION NOT TO SCALE NOTE: 1. RIP RAP SHALL BE BASED ON SDRSD D-40 STANDARD UNLESS OTHERWISE NOTED. 2. NO. 2 BACKING SHALL BE USED FOR RIP -RAP FOR FLOW VELOCITY LESS THAN 10 FPS 3. RIP RAP THICKNESS SHALL BE 1.1 FEET. 4. FILTER BLANKET MATERIAL SHALL BE SINGLE LAYER D.G. AND HAVE 1 FOOT DEPTH PER TABLE 200-1.7 PASCO LARET SUITER OO UATES San Diego I Encinitas I Orange County Phone 858.259.82121 www.plsaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS "U-J'vE"' O' 11 SEI" I1, ` FICBM U I'. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SEL SEL BMA DESCRIPTION: CONTROL POINT 1024 INT. DATE PLANS PREPARED UNDER SUPERVISION OF ENDED: APPROVED: GRADING PLAN FOR: LOCATION: 2.5" DISK IN SIDEWALK, SOUTHEAST PUBLIC WORKS DATE: 1212012022 713 NORMANDY ROAD QUADRANT LEUCADIA BLVD. AND ORPHEUS BRIAN M. ARDOLINO DATE MICHAEL STRIZIC JILL T. BANKSTON LDEV-020994-2022 AVE. 37' EASTERLY OF TRAFFIC SIGNAL. PLANNING WEIR RESIDENCE R.C.E. NO.: 71651 PORI� CO�PA023 NGINEER C2�YO�NOG NEER APN: 254-590-20 RECORD FROM: ROS 18416 REVIEWER ELEVATION: 178.543' DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR BRIAN M. ARDOLINO EXP.: 12-31-23 DATE DATE PLANNING CASE NO: CDP-004726-2021 SHEET 2 OF 4 PROPOSED EASEMENTS U PROPOSED EASEMENT FOR INGRESS AND EGRESS FOR THE BENEFIT OF APN: 254-590-21 Q U o OC) W Q 0 �¢rn cq O W W U �00 �QW Opp a ( � PLOTTED 12/20/2022 PLSA 362i • � I I �loop NORMANDY ROAD PROPOSED NORMANDY ROAD CL & EX. PL , �„ , 20.0' EXISTING ROAD EASEMENT 20.0' PROPOSED ROAD WIDTH FOR EMERGENCY ACCESS EX. DRAINAGE DITCH. FL VARIES THROUGH SITE LEUCADIA WASTEWATER DISTRICT 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEEROF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO 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. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 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. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THEDIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTILAFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 11. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE ATEACH LATERAL LOCATION BY THE CONTRACTOR. 12. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 13. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 14. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO BACKFILL. 15. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. GASKETED PVC SADDLE WYES MAY BE USED FOR EXISTING SEWER MAINS 12-INCHES AND LARGER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S-32. 16. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8-INCH DIAMETER CONTRACTOR SHALL CUT IN A NEW WYE PER ABOVE OR MAY USE A SUITABLY SIZED SEWER SADDLE WYE PER STD. DWG. S-32. 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY-PASSED. A BY-PASS PLAN IN ACCORDANCE WITH LWD STANDARD DRAWING S-32 MUST BE REVIEWED AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO INSTALLING THE TEMPORARY PLUG. 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUALAPPROVED BY THE LWD DISTRICT ENGINEER 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC A FERNCO SERIES 5000 COUPLING OR APPROVED EQUAL SHALL BE USED. 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 21. 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 ATANY 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. 22. 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, MINIMIZEAND CONTROLANY 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 ALLAPPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR. 23. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY SEWAGE SPILLS; RECOVERYAND 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. 24. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES. 25. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED. N SCALE 1 "=5' C1=r'TlrlAl A -A o I � i 4 6.7' PARKING Q `om■■Mmm1110m 32.0' ROW PRIVATE DRIVE SCALE 1 "=5' EXIS71NG PL/CL I 59.0' ROW 29.3' EXISTING ROAD WIDTH 1 SAWCUT LINE T J NEW PAVEMENT 4" AC OVER 6" CLASS 11 BASE MIN. SECTION C-C NORMANDY ROAD SCALE 1 "=5' PROPOSED PL 30.0' IOD _ 27.0' PROPOSED ROW 25.0' EX. ROW �5.0D.G.--- I 'OSED CURB =l 1! 11=- LINE OF SDRSD G-2 EXISTING GRADE SEWER LATERAL DATA TABLE STREET LATERAL DEPTH SEQ. LOT STATION OF INVERT LENGTH DROP TO ELEV. LATERAL GROUND BELOW PAD UPSTREAM BACKWATER NO. NO. LATERAL AT MAIN OF MAIN AT PL SLOPE % ELEV. PL ELEV. MH RIM VALVE REMARKS AT MAIN IE LATERAL IE AT PL PL TO IE FT ELEV. REQ'D 1 1 1+07.04 150.12 36.9 LF 1.2' 152.21 2.6% 159.3 7.1' 159.7 161.8 YES 4" SDR 35 u U w O I 2 0 rn LO S � CN N z C-2 ILL ABBREVIATIONS: FINISHED GRADE AT TOP OF WALL FG@TW FINISHED GRADE AT BOTTOM OF WALL FG@BW TOP OF WALL TW FINISHED GRADE FG FINISHED SURFACE FS GRADE BREAK GB FINISHED FLOOR FF TOP OF STEP TS BOTTOM OF STEP BS TOP OF GRATE TG TOP OF CURB TC INVERT ELEVATION IE EDGE OF ASPHALT EA EASEMENT ESMT PROTECT IN PLACE PIP FLOWLINE FL CENTERLINE CL FACE OF CURB FC CURB INLET CI DECOMPOSED GRANITE DG EXISTING ELEVATION (XXX.X) PROPOSED ELEVATION XXX.X IMPERVIOUS IMP. DROUGHT TOLERANT PLANTS (TYP) TW TW 4159.404 OVERFLOW L EL 158.6 157 2 FG PVC -,,,,, FG 157.1_ _D PIPE Li 3" NON -FLOATING MULCH 18" LAYER ENGINEERED 8" PVC S l l l SOIL *SEE NOTE OUTLET PIP - - 3" LAYER OF 3/8" GRAVEL _-1111y�-4 1111 I-11111 SEE _ - _ - _ - _` e ' E�EN110N DETAIL �12'1 ILAYER IOF 3/4" GRAVEL **SEE NOTE BIORETENTION BMP DETAIL NOT TO SCALE FINISHED GRADE TOP OF WALL (TW) BACKDRAIN INSTALLED PER - SOILS RECOMMENDATION PERFORATED PVC DRAIN PER - SOILS RECOMMENDATION 6' * BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOORD MULCH, AND 20-30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. ** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVELAND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACEAREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOWADJACENT FINISHED SURFACE ***BASIN WITHIN 10 FEET OF THE PROPOSED RESIDENCE SHALL BE LINED PER GEOTECHNICAL REPORT SECTION 15.0 PL 10" 6,:E FINISHED GRADE BOTTOM OF WALL (BW) TOP OF FOOTING (TF) TYPICAL WALL CROSS SECTION NOT TO SCALE *ADJACENT PROPERTY SHALL NOT BE UNDERMINED DURING WALL CONSTRUCTION. PASCO LARET SUITER 0 ASSOUl TES San Diego I Encinitas I Orange County Phone 858.259.82121 www.pisaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS "U-J'v'""' O' ""~""'" ID'. `'MF_BM "�'. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SEL SEL BMA DESCRIPTION: CONTROL POINT 1024 INT. DATE PLANS PREPARED UNDER SUPERVISION OFow ED: APPROVED: GRADING PLAN FOR: LOCATION: 2.5" DISK IN SIDEWALK, SOUTHEAST PUBLIC WORKS DATE: 12/20/2022 ��i� 71 3 NORMANDY ROAD QUADRANT LEUCADIA BLVD. AND ORPHEUS BRIAN M. ARDOLINO DATE MICHAEL STRIZIC JILL T. BANKSTON LDEV-020994-2022 AVE. 37' EASTERLY OF TRAFFIC SIGNAL. PLANNING WEIR RESIDENCE n, R.C.E. NO.: 71651 PRINCIPALOO0ENGINEER C2�YOOENGINEER APN: 254-590-20 RECORD FROM: ROS 18416 REVIEWER ELEVATION: 178.543' DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR BRIAN M. ARDOLINO EXP.: 12-31-23 DATE DATE PLANNING CASE NO: CDP-004726-2021 SHEET 3 OF 4 rn � PLOTTED 12/20/2022 PLSA 3626 LEGEND 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. J. 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 27. 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. 15� -SAS 5 - ° 15' - S e - IF SFWFR 151_3 SYMBOL QTY. DESCRIPTION n n 450 LF PROPOSED SILT FENCE 5 EA PROPOSED GRAVEL BAG BERM 500 SF PROPOSED CONSTRUCTION ENTRANCE * Q 22 EA PROPOSED INLET PROTECTION T S S S O� R 16C • 1 NOTE: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL. GRAVEL BAGS OVERLAP ! K,- ,mm RUNOFF WITH ENDS OVERLAPPED \ TXA[n LAYERS OF GRAVEL BAGS ADJACENT PROPERTY DISTURBANCE NOTE 159.15 0 0 0 ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. I O IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY 000 1 '99 159 15970 I 1 0 PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER I 1799 . 159.38 �60 MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. I ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY >° • 159.55 RUNOFF TWO LAYERS OF GRAVEL BAGS AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO 158.93 O� O • 159.55 160% / WITH ENDS OVERLAPPED BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. o El�O • ,59.67 "� ,6g.g� I GAP BETWEEN BAGS ° B045 ACTS AS SPILLWAY ADDITIONAL NOTES 0' 6 75 6116 TYPICAL INLET PROTECTION 1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE 1 El 159.39 15923 159 ' 1 .36 "8065 I MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON 60 '6°•5 SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) J _ ❑ O J 162.81 MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS 58.49 ---- MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER 158 ° I A6� I/ WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM ° g II • 159.15 • 159.21 (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR / I 1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE TO HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 1 O 162 16- I 4 BY 4 IN (10 BY 10 CM) THE POSTS. POSTS ARE TO BE SPACED ❑ O II TRENCH UPSLOPE FROM AND CLOSER THAN STANDARD 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS O ALONG THE LINE OF POSTS. PRE -MANUFACTURED SILT FENCE STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, I 163 PRODUCTS. ROOF DRAIN, DRIVEWAY, AND STREET. ❑ I _ _ 612 Q \ INLET PROTECTION J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE I ° O OU SINGLE-FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY \ OI �r ❑ �� O HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. ° X - e O O �0 2006-27. �- ElLANDSCAPE EFFICIENCY BMP NOTES: - - - I 6 IN 15 CM 1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT 160 N 88°58'58" W 145.23' GREATER THAN 3"0 BUT 165.91 PLANT OR IRRIGATION SYSTEM FAILURE 6 SMALLER " 3. ATTACH THE FILTER FABRIC TO 4. BACKFILLAND COMPACTTHE 2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION FILTER FABRIC THE POSTS AND EXTEND IT EXCAVATED SOIL. J. ERADICATION OF INVASIVE SPECIES - EXISTING INTO THE TRENCH. 4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED 12" MIN. GRADE 5. REPLENISHING MULCH AS NEEDED 6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY SECTION A -A I �� PLANT GROWTH NOTE: CONSTRUCT SEDIMENT I I FILTER FABRIC 7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS BARRIER AND CHANNELIZE RUNOFF 8. 9. OWNER NWILLEBE RESPONSIBLE FOR MAINTENANCETO AVOID OBSTRUCTION OF MIN VIEWS MIN � TO SEDIMENT TRAPPING DEVICE_ - A I I 10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W/BATTERY BACKUP) 11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER N ALLOWANCE WIDTH AS REQUIRED TO ACCOMODATE 12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE" ANTICIPATED 13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER TRAFFIC ALLOWANCE) } W E LA SCALE: 1" = 10' CORRUGATED SEE CALIFORNIA STEEL PANELS TYPICAL SILT FENCE 0 10 20 30 STORMWATER QUALITY 5'MIN S ASSOCIATION (CASQA) STANDARD DWG. NO. TC-1 FOR ADDITIONAL INFORMATION TYPICAL STABILIZED CONSTRUCTION ENTRANCE PASCO LARET SUITER NOT TO SCALE ° ASSOUATES NOTE: GRADING INSPECTOR MAYALLOW CORRUGATED STEEL PANELS ONLY San Diego I Encinitas I Orange County WITHOUT AGGREGATE. Phone 858.259.8212 1 www.plsaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: 7DRAWN BY: CHECKED BY: SEL SEL BMA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: CONTROL POINT 1024 INT. DATE PLANS PREPARED UNDER SUPERVISION OF ENDED: APPROVED: GRADING PLAN FOR: LOCATION: 2.5" DISK IN SIDEWALK SOUTHEAST PUBLIC WORKS DATE: 12/15/2022 IG �� f� 713 NORMANDY ROAD QUADRANT LEUCADIA BLVD. AND ORPHEUS BRIAN M. ARDOLINO DATE MICHA L STRIZIC JILL T. BANKSTON LDEV-020994-2022 AVE. 37' EASTERLY OF TRAFFIC SIGNAL. PLANNING �i1' R.C.E. NO.: 71651 PRINCIPAL ENGINEER CITY ENGINEER WEIR RESIDENCE RECORD FROM: ROS 18416 REVIEWER 02/10/2023 02/10/2023 APN: 254-590-20 ELEVATION: 178.543' DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR BRIAN M. ARDOLINO EXP.: 12-31-23 DATE DATE PLANNING CASE NO: CDP-004726-2021 SHEET 4 OF 4 Q U � O CO COW Qj o IW- ��rn co 0 W W_ U �00 Opp C�� PLOTTED 12/15/2022 PLSA 3626