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LDEV-016211-2021 (Plans)E a N (p N 0 N N 0 N d 0 U w w 2 U) w > O U d 0 T !6 J m cf) L E m W T m 0 0 a RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. 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 IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION SAINT JOHN THE EVANGELIST CATHOLIC CHURCH" PREPARED BY CONSTRUCTION TESTING &ENGINEERING, INC. DATED MARCH 28, 2018, AND UPDATE DATED JUNE 30, 2021, PROJECT #10-16267G SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO: -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. (CHANGE NO. DESCRIPTION APPROVED I DATE 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU ("IN PLACE"), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MATT WILLIAMSON AT (760) 505-4406, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. BENCHMARK I AS -BUILT APPROVALS MONUMENT WITH DISC STAMPED "L.S. 3997" LOCATION: CENTER OF CUL-DE-SAC, NORTH END OF OAK CREST PARK DRIVE AT ENTRANCE TO OAK CREST MIDDLE SCHOOL RECORD FROM: RECORD OF SURVEY NO 18416 ELEVATION: 388.479 DATUM: NAVD 88 ENGINEER'S NAME PRINCIPAL ENGINEER DATE DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD/ESD - (760)-753-5018 LWD 760-753-0155 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT-(760)-633-2650 D. TELEPHONE - SBC BELL - (760)-489-3411 E. CABLE TV - COX COMM UNICATIONS-(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. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 3.5 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = 2.5' MAXIMUM VERTICAL DEPTH OF FILL = 1.5 ' CUT = 220 C.Y. FILL = 220 C.Y. EX/IMPORT = 0 C.Y. OWNER SAINT JOHN THE EVANGELIST CATHOLIC PARISH ENCINITAS IN ENCINITAS, CALIFORNIA REAL PROPERTY SUPPORT CORPORATION 1001 ENCINITAS BLVD, ENCINITAS, CA 92024 I PHONE: 760-753-6254 -o SITE ADDRESS 1001 ENCINITAS BLVD, ENCINITAS, CA 92024 APN: 259-311-10 n O m LEGAL DESCRIPTION Z THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THE EAST HALF OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. EXCEPTING THEREFROM THE SOUTHERLY 156 FEET OF THE EASTERLY 150 FEET. OWNER'S CERTIFICATE co v SITE ENCINITAS BLVD. o I� A FE DR. VICINITY MAP N.T.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 AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE. �� �� DATE: 03/09/2022 FATHER JAbAES BAHASH SAINT JOHN THE EVANGELIST CATHOLIC PARISH ENCINITAS IN ENCINITAS, CALIFORNIA REAL PROPERTY SUPPORT CORPORATION SOILS ENGINEER'S CERTIFICATE I, COLM J. KENNY, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON MARCH 28, 2018 AND FOR AN UPDATE ON JUNE 30, 2021. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.,� SIGNED: QRpFESs� 4i r^ RCE NO.: #61013 EXP. DATE: 12/31/2022 b No.61Q13 _0 * EXP, 12/31 /22 # JOB #: 10-14183G, 10-16267G s�gr£afi CAUFp CONSTRUCTION TESTING & ENGINEERING, INC. 1441 MONTIEL ROAD, SUITE 115, ESCONDIDO, CA 92026 (760) 746-4955 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: 03/25/2022 THOMAS R. EAGLING KIMLEY-HORN AND ASSOCIATES, INC. 401 B STREET, SUITE 600, SAN DIEGO, CA 92101 PHONE: 619-272-7193 RCE EXPIRES 06-30-22 COVER SHEET.............................................................1 9�,pFESs70_ O GRADING PLAN............................................................2 ��o s R ��! c� �2 DETAILS........................................................................3 cD m lull m EROSION CONTROL PLAN.........................................4 No C75897 sT civo- P POST CONSTRUCTION DMA-BMP MAP ................... 5 qTF �F CAL�F���� REMEDIAL = 0 C.Y. (1' REMOVAL AND RECOMPACTION UNDER AND 5' MAX OUTSIDE OF BUILDING AREAS) DISTURBED AREA = 9,903 SF Kim1eV)))Horn IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1,833 SQFT © 2022 KIMLEY-HORN AND ASSOCIATES, INC. IMPERVIOUS AREA AFTER CONSTRUCTION: 4,714 SQFT 401 B STREET, SUITE 600; SAN DIEGO, CA 92101 PHONE: 619-234-9411 INCREASE IN IMPERVIOUS AREA: 2,881 SQFT WWW.KIMLEY-HORN.COM IMPERVIOUS AREA REPLACED: 1,833 SQFT PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION 5/03/2022 G DATE DESIGNED B DRAWN BY: CHECKED BY: SM SM TE INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 03/25/2022 R.C.E. NO.: C75897 EXP.: 06-30-2022 THOMAS R. EAGLING 05-04-2022 Bob SIGN DATE s'Kee I e ENGINEERING DIVISION APPROVALS RECO E D: APPROVED: Ak Jill T. Bankston M eWPRINCIPAL ENGINEER JILL T. BANKSTON/A&FINv^ CITY ENGINEER 05/09/2022 5/17/2022 DATE DATE 05-02-22 V!l I L BMP PROJECT STATUS STANDARD SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT �O5/0212022 SIGN DATE 1 oz-z SIGN DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT COVER SHEET FOR: 1001 ENCINITAS BLVD., ENCINITAS, CA 92024 ROMAN CATHOLIC DIOCESE OF SAN DIEGO 259-311-10-00 PLANNING CASE NO: 2021-13, MULTI-004006-2021 CDP/DR/SCR DRAWING NO. LDEV-016211-2021 SHEET 1 OF 5 o_ N m < U UO z0 _w (6 o wz ~ < gU) U Oo 0 o c < Lu Z � < W zF- 0�w� O } U M W m N 0 M Y -t co E co Ln LO 0) 0 N N 0 N 0; N L cu 2 z Q J c� z 0 0 ° (6 J m Y L co E T m 0 CONNECT TO EXISTING 6" STORM DRAIN PIPE WITH PRIVATE CLEANOUT PER DETAIL F, SHEET 3. IE = 331.4. CONTRACTOR TO FIELD VERIFY INVERT PRIOR TO CONSTRUCTION. �%SD CONTRACTOR TO REMOVE !DEBRIS AND HYDROJET FOR USE. REMOVE ANDREPLACE 6" SDR-35 AS NECESSARY DEPENDING ON ACTUAL FIELD CONDITIONS. SD.�_ LOT LINE 1 ° d 1 - SEE ENLARGED PLAN, W EXISTING 6" STORM DRAIN PIPE IE = 331.1 ; SHEET 3, FOR BASIN DETAIL EXISTING DITCH FLOW LINE = 329.95 I I i t� S I I I 1 I i FS 334.00 FS PROPOSED 3" PVC SDR-35 LOW -FLOW OUTLET THROUGH i A�I, I I d CURB. REMOVE AND REPLACE 18 LF OF EXISTING CURB \\ I FS (334.35) I \ y W WITH DEEPENDED CURB AND DRAIN PER D-27. W 1 � 3" PVC DRAIN ; p ' FS (334.35) FL = 326.50 W' W WINS y II y I p INSTALL PRIVATE CLEANOUT CONTRACTOR TO CUT AND I I PER DETAIL F, SHEET 3 CAP EX. 4" SEWER AT EDGE i i y o} RIM = 327.40 OF EX. CONC. WALK IE = 326.54 1 I co I I I CONNECT TO EXISTING 6" SEWER WITH 1 PRIVATE CLEANOUT PER DETAIL F, SHEET 3. RIM = 335.1 , PROPOSED 6" PVC SDR35 IE = 330.1 ' 1 OVERFLOW STORM DRAIN ' INSTALL 18"x18" PRECAST OVERFLOW CATCH BASIN PER _ DETAIL L, SHEET 3 / TG = 333.50 - OVERFLOW IE = 331.50 I I � M w w U) PROPOSED 4" PVC SEWER LATERAL BIOFILTRATION BASIN REQUIRED DCV: 221 CF PROPOSED 4" BACKWATER REQUIRED AREA: 143 SF DEVICE (FOR LATERALS 2' i PROVIDED AREA: 220 SF OR DEEPER PER SDRSD -' (SEE DETAIL E, SHEET 3) LMSD S-1) I / FG 332.60 (BASIN BOTTOM) W / jj S334.95FG 333.60 1 W y 1 .V W W y W W FS334.95�. / G17 y FL 333.69 W 1 W W W W EXISTING BUILDING TO BE REMOVED y W FL 332.60 W W o W W W WSW r 1 INSTALL PRIVATE CLEANOUT I d y w y ca W W W y I 1 i PER DETAIL F, SHEET 3 �- �� ' RIM = 333.851 - FS 334.92 C } d dp d 1-C) d IE = 333.27 poo} d I d° d EXISTING CONCRETE CHANNEL TO REMAIN. - 334.92 d I DS FS 334.98 S W DS TO BE MAINTENANCED PROPOSED SEWER z0 I DURING AND AFTER ,i FS 334.98 FS 334.98 z COMPLETION OF THE I FS 334.98 SERVICE LATERAL PROPOSED 6" PVC 0 O PROJECT. _ I INSTALL PRIVATE INSTALL PRIVATE CLEANOUT SDR35 STORM DRAIN o � Q I ; PROPOSED 6" PVC CLEANOUT PER PER DETAIL F, SHEET 3 U) v ' I SDR35 STORM DRAIN DETAIL F, �o O O I I I IE - SHEET 3 5 ACCESSIBLE PARKING SIGN 1 U� i i �J I PER DETAIL H, SHEET 3 3 p w , I I I ' RIM = 334.85 L A Q I , II I I E= 332.80 FS 334.95 SHEET 3 I a0 PEDESTRIAN PROPOSED BUILDING FS 334.98 0� , I I I = CONCRETE PAVEMENT PER FF: 335.00 d w DETAIL A, THIS SHEET TRUNCATED DOMES PER 1.00� I\1 I / J INSTALL PRIVATE PAD: 334.29 DETAIL K, SHEET 3 (TYP.) 0 rj �� �J�� I // / J / a W CLEANOUT PER ASSOCIATED WITH BUILDING co r J r JI LOT LINE / w I DETAIL F, �' J J /, �, PERMIT BLDR-016259-2021 _ SHEET 3 �� J�J RIM = 334.50 O J _, I ' ' ' W IE = 334.00 DS DS I o J w \1 / WS W W W W W W W W W y W W W W W W W W W W W w y W W W W W W 11 I� I\----334' --- _ _ _ _ _ PROPOSED ROOF OUTLINE ------ EXISTING FENCE TO BE MODIFIED. SEE LANDSCAPE PLANS L r o°000°° ' - - INSTALL PRIVATE CLEANOUT PER ' 3 °o°ob°o°°o DETAIL F, SHEET 3 FS 334.98 Q000000 - - RIM = 335.20 \ U °°°°o°°0" FS 334.92 4 FS 334.89 .� - �° °o°� � p d IE = 334.00 � rn o ob000 FS 334.85 FIRE HOSE PULL d p -ON °°°`O°° FS 334.83 ' DIMENSION p \ d d N Q °000000 a' °p°°°°p° °O°O O°o° o FS 334.R FS 334.90 q/ °oo°o oo°oo°000° FS' 334.87 _ L° II II o°o°o°o°o°o° TRUNCATED ' 6 77SD o 0 0 0 0 o � DOMES PER `" � DETAIL K, VEHICULAR CONCRETE PAVEMENT 5' SHEET 3 (TYP.) EXISTING ASPHALT FIRE HOSE PULL DIMENSION PER DETAIL A, THIS SHEET W N PRIVATE ROAD PEDESTRIAN CONCRETE PAVEMENT PER DETAIL A, THIS SHEET `r' E 2 i FS 334.27 FS 334.27 , 1 U) 1 / 1 PROPOSED 5' SIDEWALK CONNECT TO EXISTIN( 1" PVC WATER SERVIC EXISTING IRRIGATIOI` / / LOT LINE / / / PROPOSED 1" DOMESTIC WATER SERVICE � EXISTING BUILDING TO BE REMOVED INSTALL PRIVATE AREA DRAIN PER � DETAIL D, SHEET 3 c" TG = 334.20 STABILIZED EARTHEN' IE = 333.40 CONVEYANCE SWALE @ 1.0 , �� �� - - - - - �l I PER DETAIL G, SHEET 3 `� EXISTING GRAVEL ACCESS DRIVE TO REMAIN. RECONDITION TO PREVENT TRACKING W W W W W W W W W� W W JW W W .V 33 W I 1 I 1 I 1 Ir1 �4 DURING AND AFTER CONSTRUCTION W W WWWWWWWW�W W Wy�yWWWWyWWWWWWWWWWW� WW WWW y W// �yllI��� I���'r �I FS 334.95 c, V W VIV W J J W J W W W WV W J ✓ I / w W W W .V W VVVW W W W W W W W W , I ✓, I ✓, , ✓rT .Ul rT �� .Ul FL334.24 336� y y ACCESSIBLE PARKING AISLE W W I . PER DETAIL J, SHEET 3 �� PROPOSED 33S W W W W W W PERMEABLE CLASS II rBASE (PER CALTRANS / V W V V W V W W W W W W V W JW W SPECIFICATIONS) i FS334.59 ACCESS DRIVE PER ; w y y ` DETAIL B, THIS SHEET ' J W FL 334.57 JW V W V W W W J�� �/ V � J a .� a w y .r w W a y \ Z- 1 �T �T •• �IL 1.5/0 ' w d/ ACCESSIBLE PARKING SYMBOL I �1 u). FS 334.95� o PER DETAIL I, SHEET 3 FS 338V02 O �1 _go °o BgSoo I S�ET co 00 oo d 10.0 /o o•o•Y•o dam\' 3.0' 18.0' M1�'' p LO °' FS 337.50 ' o \ I 2 feet o 4 vovo p go00 W V J J W J V W W d d o d 00�0 p 89.3' TO 108' TO BALOUR HP 334.84 �� LOT LINE DRIVE ROW y y THICKENED PAVEMENT EDGE PER DETAIL C, SHEET 3 ` p op I W W W VEHICULAR CONCRETE PAVEMENT d W PER DETAIL A, THIS SHEET �. LOT LINE o - ` d p \ d \ 4 \\ p d \d d \ p -/ - - - - - SEE ENLARGED PLAN VIEW HEREON FOR DETAILS \ I \ I I I EX.-14.3' WIDE DRIVEWAY APRON TO REMAIN I LA VIA GUADELUPE (PVT.) I EXISTING LEGEND _W E X X X PROPOSED PROPERTY LINE 6" CURB & GUTTER EXIST. CONTOUR EXISTING SEWER EXISTING WATER EXISTING ELEC. EXISTING FENCE EXISTING SITE LIGHT EXISTING TREES EXISTING SIDEWALK LEGEND - - - - PROPERTY LINE 160 PROPOSED CONTOUR 4" PVC SEWER LATERAL S 1" WATER SERVICE W SD SD 6" PVC STORM DRAIN - - - - - - - - - - - - - - - 6" SLOTTED PIPE PROPOSED STABILIZED EARTHEN SWALE PER DETAIL G, SHEET 3 u H H H CIVIL LIMITS OF WORK WHEEL STOP PROPOSED CONCRETE PAVEMENT PER DETAIL A, THIS SHEET (APPROX. 1,590 SF) PERMEABLE CLASS II BASE PER DETAIL B, THIS SHEET (APPROX. 930 SF) TRUNCATED DOMES PER DETAIL K, SHEET 3 BIOFILTRATION BASIN PER DETAIL E, SHEET 3 LANDSCAPING PER ARCHITECTURAL PLANS. W W W W W W W GROUND COVER SHALL BE CHOSEN AS TO PREVENT EROSION. RIP RAP FIRE HOSE PULL *DS DOWN SPOUT LOCATION PER ARCHITECTURAL PLANS ® PROPOSED BUILDING COLUMN PROPOSED AREA DRAIN PER DETAIL D, SHEET 3 O PROPOSED PRIVATE CLEANOUT PER DETAIL F, SHEET 3 ❑ PROPOSED 18" X 18" PRECAST OVERFLOW CATCH BASIN PER DETAIL L, SHEET 3 CUT SLOPE EARTHWORK QUANTITIES SITE: ±0.2 AC CUT: 220 CY FILL: 220 CY NET: 0 CY (BALANCED) PERVIOUS/IMPERVIOUS AREA CALCULATIONS TOTAL DISTURBED AREA = 9,903 SF % PERVIOUS % IMPERVIOUS EXISTING SITE 81 % 19% PROPOSED SITE 52% 48% DISTURBED AREA: 9,903 SF CREATED/REPLACED IMPERVIOUS AREA: 4,714 SF SURVEY & UTILITY NOTE \ I ` SOURCE OF BOUNDARY & TOPOGRAPHIC SURVEY: TOPOGRAPHIC SURVEY, BY SAN DIEGO LAND SURVEYING & ENGINEERING, INC. DATED 1/25/2018. AERIAN SURVEY FLOWN 12/29/2017 BY SAN-LO AERIAL SURVEYS. ' BENCH MARK: 10' SIDE YARD �. /' CITY OF ENCINITAS SURVEY CONTROL POINT NO. 1030. o BUILDING SETBACK ��� ,' �� STANDARD STREET SURVEY MONUMENT WITH DISC STAMPED "L.S. 3997" LOCATED AT THE CENTER OF CUL-DE-SAC, NORTH END OF OAK FREST PARK DRIVE AT ENTRANCE TO OAK - '- _ _ _ `- . CREST MIDDLE SCHOOL, PER RECORD OF SURVEY NO. 18416. PLC -� ELEVATION = 388.479 M.S.L. NAVD 88 ' CONNECT TO EXISTING WALK FS (334.25) ' LAUREL COVE LANE (PVT.) w M w \ 0 I.LI w \ FS (334.25) ` ' u=i ° \ U N \ L \ KIMLEY HORN HAS NOT INDEPENDENTLY VERIFIED THE EXXISTING TOPOGRAPHIC AND PROPERTY BOUNDARY INFORMATION PLOTTED HEREON AND IS NOT RESPONSIBLE FOR \ ANY OMISSIONS AND/OR INACCURACIES. CONTRACTOR SHALL FIELD VERIFY ACTUAL EXISTING TOPOGRAPHIC CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER \ \ OF RECORD OF ANY DISCREPANCIES. KIMLEY HORN ASSUMES NO RESPONSIBILITY QROFESS/off Y - - - _ _ _ _ ' NOTES: #4 BARS ® 18" O.C. EACH WAY SCARIFY UPPER 12" OF a q� FOR UTILITY LOCATIONS. THE UTILITIES R. F 1. PAVEMENT RECOMMENDATIONS 6" PERMEABLE CLASS I SUBGRADE, MOISTURE CONDITION ��s �c� d 4.5 PCC PAVEMENT PEDESTRIAN SHOWN ON THIS DRAWING HAVE BEEN ° PER GEOTECHNICAL REPORT •p d _ _ _ _ _ _ _ TO NEAR OPTIMUM MOISTURE ° FS (334.39) BASE. TI=4.5. COMPACT PLOTTED FROM THE BEST AVAILABLE ° FS (334.13) ' 2. CONCRETE SHALL HAVE A - - - - - - - - 6.5 PCC PAVEMENT (VEHICULAR) BASE MATERIALS TO AT I11=III=III=III=III=III=III=11 = CONTENT, AND COMPACT TO A w m NORTH _ _ _ _ _ _ _ -III=III=III=III=III=III=III=III INFORMATION. IT IS, HOWEVER, THE - -0 _' MINIMUM MODULAR OF III-III-III-III-III-III-III-III=11 LEAST 95% MAX. DRY RELATIVE COMPACTION OF 95% CONTRACTOR'S RESPONSIBILITY TO FIELD No.C75897 NORTH III-III-III-III-III-III=III-- SCARIFY UPPER 12 OF SUBGRADE E RUPTURE OF 600 PSI I I -I I -I I -I I -I I -I I -I I -I I I DENSITY PER ASTM OR MORE RELATIVE DENSITY VERIFY THE SIZE, MATERIAL, HORIZONTAL �Tq O" 0 � MOISTURE CONDITION TO NEAR OPTIMUM PER ASTM D1557 " GRAPHIC SCALE IN FEET MOISTURE CONTENT, AND COMPACT TO A D1557 AND VERTICAL LOCATION OF ALL UTILITIES OF CAU`F ENLARGED PLAN VIEW o 2.5 5 10 CONCRETE PAVEMENT SECTION RELATIVE DEENSITYRELATIVE TION PEROASTM D1057MORE PERMEABLE CLASS II BASE SECTION CONS R° ION, THE COMMENCEMENT OF ANY 0 GRA5HICSCALE INFEET 20 SCALE: 1 "=5' A NOT TO SCALE B NOT TO SCALE 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. SM SM TE DESCRIPTION: CP NO. 1030 STD STREET SURVEY MONUMENT WITH DISC STAMPED "L.S. 3997" INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 3/25/2022 R.C.E. NO.: C75897 EXP.: 06-30-2022 THOMAS R. EAGLING RECO M N D: APPROVED: Jill T. Bankston jNq 14Pd6�@Pd/PRINCIPAL ENGINEER JILL T. BANKSTON/A6:FIPd CITY ENGINEER 05/09/2022 5/17/2022 DATE DATE GRADING PLAN FOR: 1001 ENCINITAS BLVD., ENCINITAS, CA 92024 ROMAN CATHOLIC DIOCESE OF SAN DIEGO 259-311-10-00 PLANNING CASE NO: 2021-13, MULTI-004006-2021 CDP/DR/SCR LDEV-016211-2021 PUBLIC WORKS LOCATION: CENTER OF CUL-DE-SAC, NORTH END OF OAK CREST PARK DRIVE AT ENTRANCE TO ENGINEER'S NAME DATE PLANNING OAK CREST MIDDLE SCHOOL RECORD FROM: RECORD OF SURVEY NO 18416 ELEVATION: 388.479 DATUM: NAVD 88 REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 2 OF 5 i I E 0 co a; 0 N N 0 N L6 N U co J W 0 0 >. (6 J Y 0 L co 0 Y E m on 6 >. m 0 10, LOT LINE EX. CONC GUTTER TO REMAIN. TO BE MAINTENANCED DURING AND AFTER COMPLETION OF THE PROJECT. EX. SLOPE EX. AC PARKING TO REMAIN LOT TO REMAIN zzZ7 JI I %/�ll�%/��l / PROP. LANDSCAPING PROP. FOOTING, NOT TO SCALE 6.5" VEHICULAR CONCRETE SLAB PE " CLASS II BASE PER DETAIL B DETAIL A HEREON HE EON ° 6" III=11 14 III=III=III=III=III= a I=III " STD HOOK o 6" THICKENED PAVEMENT EDGE NOT TO SCALE NDS SQUARE GRATE OR EQUAL TO BE USED IN TURF AREAS. 12" DIAMETER UNLESS OTHERWISE NOTED ON PLAN TOP OF GRATE PER PLAN SLOPE 1q MlN �NDDR SC4PE�ITURF AREAS EAS PROVIDE 6" MIN. PONDING ABOVE MULCH IN BIORETENTION AREAS PER DETAIL 2 THIS SHEET 6" PVC RISER FOR 12" GRATE 8" PVC RISER FOR 18" OR 24" GRATE 18" RISER FOR OVERFLOW FOR BIOFILTRATION BASIN 'A' WYE FLOW NEW BUILDING FF 335 PAD 334.29 I 89' SOUTHERN PROPERTY LINE LOT LINE �I PROP. CONCRETE PPROPOSED PERMEABLE EX. SLOPE `I PARKING AREA CLASS II BASE (PER CALTRANS TO REMAIN SPECIFICATIONS) ACCESS I PROP. CONC SIDEWALK 60' DRIVE PER DETAIL B, SHEET 3 _ -- 6' 24' \7-7�/�\ PROP. LANDSCAPING 10' SIDE ° 00/0 _ _ ---- -- 1--------------��1/ �l�lll PROP. LANDSCAP NG I YARD ------- /�///, //' I NEW BUILDING BUILDING 0.5%-1.5% -/� //�/� FF 335 i SETBACK EX. GRAVEL ACECSS EX. SLOPE PE / DRIVE TO REMAIN I PAD 334.29 _ TO REMAIN // _ _ __ __ l/mi�� �� l/�/� SITE SECTION A -A HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 20' 6" PVC CLEANOUT (TYP.). SEE ENLARGED PLAN, THIS SHEET INSTALL RIP RAP (TYP). 6" NOMINAL ANGULAR ROCK RIP RAP WITH MIRAFI FILTER FABRIC 110ON OR EQUIVALENT. SEE ENLARGED PLAN, THIS SHEET PROPOSED HEAD WALL 6" INFLOW STORM \\ f DRAIN PIPE (SEE PLAN) BE USED IN LANDSCAPED AREAS AND AS BIORETENTION RISERS. 12" DIAMETER UNLESS OTHERWISE NOTED ON PLAN NDS SQUARE OR ATRIUM GRATE. SEE ABOVE 45• BEND STORM DRAIN SIZE PER PLAN I FLOW 3" MULCH PER LANDSCAPE PLANS 12" 18"x18" PRECAST OVERFLOW CATCH BASIN PER DETAIL L, THIS SHEET. PONDING TG: 333.50 2" MIN. IE: 331.50 FINISHED GRADE FREEBOARD CLEANOUT W/ NO CHANGE IN DIRECTION BEL COVER FOR FLUS SEWER OR STORM, AS TY APPLICABLE ° ° 18 15" 10f) V-4 CAP CONCRETE m a 560—C-3250 SIDE SLOPE 3:1 MAX �� I� II I11= 30mL IMPERMEABLE LINER 45 WYE ( ) 1=III—I I (CONTINUOUS OR CONSTRUCT EXCAVATED SLOPE (3:1 MAX) -III, II III=III W/SOLVENT WELDED SEAMS) III=III=1 �o o II BY THE LINER COMPANY OR 18" BIOFILTRATION SOIL MEDIA I. II II I II APPROVED EQUIVALENT (ALL (70% TO 85% BY VOLUME WASHED SAND II o _ II SIDES OF BIORETENTION AREA) AND 13% TO 30% BY VOLUME COMPOST) =1� III 1�1==1�11 11=1�1=lilllilll Illi _ I 6 DIA. PVC OVERFLOW EXISTING UNCOMPACTED SUBGRADE OUTLET PIPE. 12" OF J" CRUSHED AGGREGATE IE: 331.50 4"OF J" CRUSHED STONE FILTER COURSE BOTTOM OF CATCH BASIN TO BE SET ON PER CITY OF ENCINITAS SPECIFICATIONS SUBGRADE. FILL BOTTOM OF BOX WITH CONCRETE SLURRY TO ESTABLISH INVERT ELEVATION AT PIPE 6" SLOTTED PIPE OUTLET (NO SUMP). 3" DIA. LOW —FLOW OUTLET IE: 329.17 �BIOFILTRATION BASIN�D E�T A xIL INTERNATIONAL A SYMBOL FL PER PLAN D PRIVATE AREA DRAIN NOT TO SCALE PLANTING & COBBLE PER BOTTOM OF SWALE (3-4 FT MAX, LANDSCAPE PLANS. STABILIZATION WIDTH VARIES PER PLAN). SIDE PER LANDSCAPE PLANS. SLOPES NOT TO EXCEED 3:1. 1 1 I; it I I1=1 I I I I� II II—= .I I I� I I I� I I I= 1 11=1' NON —WOVEN GEOTEXTILE COMPACTED SUBGRADE =11 I— 1=1 I MI I MI I MI I MI I MI I I— ' FILTER FABRIC —I —I I , ,111__,111-_ I MI I I SOIL MIXTURE PER LANDSCAPE PLANS ��STABILIZED EARTHEN CONVEYANCE SWALE (CHANGE NO. NOT TO SCALE DESCRIPTION APPROVED I DATE NOT TO SCALE 4" TRAFFIC WHITE STRIPING (TYP) BACKGROUND PAINTED BLUE NOTE: 1. LOCATE AT EDGE OF PARKING SPACE 2. 2 COATS OF PAINT MINIMUM ACCESSIBLE PARKING SYMBOL NOT TO SCALE 12"� 6" 12"� n AR,�,KING 2 COATS OF 4" BLUE PAINT 12" WHITE LETTERING WIDTH PER PLAN ACCESSIBLE PARKING AISLE NOT TO SCALE THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES 12"X18" REFLECTORIZED ACCESSIBILITY SIGN PARKING PER CBC 11 B-502.6 ONLY $250 MINIMUM FINE SIGN, TYP. REFLECTORIZED VAN ACCESSIBILITY SIGNAGE (PER PLAN) 2" DIAMETER/z GALV. IRON PIPE 0 c9 SLOPE TOP OF CONCRETE—\ 3500 PSI PC CONCRETE 1 —6 r � c > cV ELEVATION O SITE SECTION B-B EX. CONIC SIDEWALK TO REMAIN J HORIZONTAL SCALE: 1" — 10' VERTICAL SCALE: 1" = 20' CLEANOUT W/ CHANGE IN DIRECTION LABEL COVER FOR FLUS SEWER OR STORM, AS NP APPLICABLE t , __ z " 10 15CAP CONCRETE 8 a ° 560—C-3250 m I� 12" 12" SEWER/DRAIN PIPE SIZE AS SHOWN ON 1 SEWER/DRAIN PIPE— LONG TURN— PLANS I SIZE AS SHOWN ON 1 /4 BEND PLANS CONTINUATION WHERE SHOWN ON PLANS NOTE: CONTINUATION WHERE CLEANOUT SIZE EQUIVALENT TO PIPE SIZE UNLESS SHOWN ON PLANS ELEVATION I I "-- DRAIN PIPE -SIZE AS SHOWN ON PLANS 45°-1/8 BEND OR NECESSARY 45° WYE OTHERWISE NOTED ON GRADING AND UTILITIES PLAN PLAN (_,PRIVATE CLEANOUT (SEWER/STORM DRAIN) NOTES: 1. SIGN SHALL BE CONSTRUCTED OF MINIMUM 0.062" THICK ALUMINUM. 2. LETTERING, SYMBOL AND BORDER SHALL BE REFLECTIVE WHITE, ON BLUE BACKGROUND 3. PLACE IN FRONT OF EACH ACCESSIBLE PARKING STALL WITHIN CLEAR VIEW, BUT NOT TO OBSTRUCT PASSAGE FROM PARKING STALL OR ANY WALKWAY. 4. WHERE SPACE IS DESIGNED FOR VAN ACCESSIBILITY, A SIGN "VAN ACCESSIBLE" SHALL BE INSTALLED. 5. MINIMUM VAN ACCESSIBLE VERTICAL CLEARANCE IS 8'-2" ACCESSIBLE PARKING SIGN NOT TO SCALE OT TO SCALE EX. AC PRIVATE _---------------------- PROPOSED 6" PVC _II v INSTALL 18"x18" PRECAST OVERFLOW SDR35 OVERFLOW CATCH BASIN PER DETAIL L, SHEET 3 STORM DRAIN OUTLET W TG = 333.50 v OVERFLOW IE = 331.50 I _ INSTALL PRIVATE CLEANOUT PER DETAIL F, SHEET 3 RIM=333.00 IE = 329.17 PROPOSED 3" PVC SDR-35 LOW -FLOW STORM DRAIN OUTLET II S 4 .� FG 333.60 � 1 � 4.0' Q , INSTALL 8.5 LF OF 6" FG 332.60 SLOTTED PIPE @ 1% BASIN ° BOTTOM) S 4S S � SID INSTALL PRIVATE CLEANOUT PER DETAIL F, SHEET 3 INSTALL HEADWALL AT RIM=333.00, IE = 329.26 6" STORM PIPE OUTLET. FL = 332.50 INSTALL RIP RAP. 6" NOMINAL - ANGULAR ROCK RIP RAP WITH MIRAFI - U) Q FILTER FABRIC 1100N OR EQUIVALENT ENLARGED PLAN VIEW SCALE: 1 " = 5' FLOW \ � SURFACE z aTOP `—' OF GRATE El FV_ 2 2 PER PLAN FLW O CONCRETE BASE & �� SURFACE O O O O O APRON PER 6" � ° �° ° SPECIFICATIONS (TYP) Q °� 11=III=11 o III=III=11 PIPE SIZE AND TYPE PER z O O O O O PLAN 0.65" UPPER 12" COMPACTED TO RISER PIPE =DOWNSTREAM - �PIFT SIZE AND O O O O 0 95% REL. DENSITY (TYP.) HORIZONTAL PIPE SIZE 12q o� Ty E PER PLAN FF O O O O TEE/WYE (OR 90° BEND AT 2.35" END OF LINE) PER PLAN @ 1.20" R, PER PLAN 0.45" TYPE 1 OUTLET TYPE 2 OUTLET (PVT) 2.35' AT TOP "IE" MORE THAN 36" BELOW "FG" "IE" LESS THAN 36" BELOW "FG" 1. 20" 0 9 AT BASE NO SCALE SECTION C-C NO SCALE TRUNCATED DOME PLAN 0.2" HIGH G NOTE: ALHAMBRA FOUNDRY, A-2010 CAST IRON GRATE AND FRAME FOR TRUNCATED DOMES BY P NON -TRAFFIC AREA. ALHAMBRA FOUNDRY A-2012 CAST IRON GRATE ARMOR TILE, ADA-C-3672 O AND FRAME FOR TRAFFIC AREA. COLOR: YELLOW O O CONTACT: CHERYL KONASHEWYCH (800) 682-2525 TRUNCATED DOME SECTION NOTE: CONTRACTOR TO REFERENCE C EXTENSIONS MANUFACTURERS GUIDELINES FOR e° e` INSTALLATION OF TRUNCATED DOMES c e c 411,6",10",12" OR 18" , ° ° NOTE: ° MODEL NUMBER "A" SIZE WEIGHTS QROFESS/Cti THIS DETAIL TO BE USED WHERE LIMITED TO 3' DEEP e ° ° e c e ` EXTENSIONS = 40 LBS./IN. o �<' �`` S R • Fq DEPTH VARIES DB-1818 * 18 x 18" 18" BASE = 715 LBS. � (18" MIN) (5 WALLS) PARKWAY GRATE = 59 LBS. c� R TRAFFIC GRATE = 90 LBS. c� No C75897 K TRUNCATED�DOMES NOT TO SCALE BENCHMARK AS -BUILT APPROVALS UCJ,VIVCU oT. UR,-%VV,N or. , �cur\r_ BY. ENGINEERING DIVISION APPROVALS SM SM TE DESCRIPTION: CP NO. 1030 STD STREET SURVEY MONUMENT WITH DISC STAMPED "L.S. 3997" INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 3/25/2022 R.C.E. NO.: C75897 EXP.: 06-30-2022 THOMAS R. EAGLING RECED: APPROVED: O E Jill T. Bankston PUBLIC WORKS LOCATION: CENTER OF CUL-DE-SAC, NORTH END OF OAK CREST PARK DRIVE AT ENTRANCE TO ENGINEER'S NAME DATE PLANNING jINq K APd/PRINCIPAL ENGINEER JILL T. BANKSTON/ACTIN CITY ENGINEE 05/09/2022 5/17/2022 DATE DATE OAK CREST MIDDLE SCHOOL RECORD FROM: RECORD OF SURVEY NO 18416 ELEVATION: 388.479 DATUM: NAVD 88 REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR * MODEL NUMBERS ARE AS MANUFACTURED BY s "QUICKSET", ASSOCIATED CONCRETE Tyr C V�\_ D7ECAST CATCH BASIN PRODUCTS, INC. FOF CALF N O SCALE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DETAILS FOR: 1001 ENCINITAS BLVD., ENCINITAS, CA 92024 ROMAN CATHOLIC DIOCESE OF SAN DIEGO LDEV-016211-2021 R 259-311-10-00 PLANNING CASE NO: 2021-13, MULTI-004006-2021 CDP/DR/SCR SHEET 3 OF 5 LEGEND E _ co N 00 0 N N 0 N N N U z Q J a J 0 z 0 U z 0 In 0 Ir w 0 0 T (6 J (6 Y L _ Y E T m 0 a - U = 1 1 1 o ' I , � I S � I d I I I = 5 , I 1 0 I a 2 I 0 In 0 I E IIS T I II II , I I L TYP. 4 3 I I I = I I — I , I I m 0 CA f a , I I I 926. 8 ' I � I = I 6 Y I I I I TYP 4 o , I I I I I I I � I I I I = I I I N — O I I r I I I � I I � I I - I � 3 ' 1 � O , L I � 0 Dcm @ 0 o vo 326. 7 CL CL a a r d 3 \ 4 4 d o � a U O_ a) U) 0 EL Iv Q ° 3"-6" DIAMETER S� TYP T o AGGREGATE BASE 24, pR 4XALz pl�iEO 0 C9 J a v o N 20' R TYP. g FILTER FABRIC XX—XX—XX—XX—XX L X TIRE WASH RACK x PER DETAIL X x LXX—XX—XX—XX—XX� O SEDIMENT TRAPPING DEVICE NOTES: _ 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY Q REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO 4) 2 TRAP SEDIMENT. 0 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 0 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 0 U O STABILIZED CONSTRUCTION ENTRANCE LA VIA GUADELUPE (PVT.) STEEL PLATE AT CONSTRUCTION ENTRANCE/EXIT EXISTING PAVED ROADWAY ENTRANCE/EXIT SECTION ClTrrl P'fl ATr %A/ITI I STEEL PLATE DETAIL TIRE WASH RACK 2" X 2" WOOD POST OR STEEL FENCE POST FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC WIRE BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH a1 KAAV FRONT ELEVATION v GRAPHIC SCALE IN FEET 0 5 10 20 FILTER FABRIC MATERIAL 2" X 2" 14 GA WIRE FABRIC OR EQUIV. FOLD & SET FILTER 2" X 2" 14 GA WIRE FABRIC INTO SOIL Z 12" FABRIC OR EQUIV. '!�\ BACKFILL AND COMPACT THE EXCAVATED SOIL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC 2" X 4" WOOD POST ALT: STEEL FENCE POST 160 PROPERTY LINE PROPOSED CONTOUR n n n n SILT FENCE GRAVELBAGS CONSTRUCTION ENTRANCE SANITARY AREA, TRASH STORAGE, HAZARDOUS MATERIAL, CONCRETE MANAGEMENT, VEHICLE MAINTENANCE & EQUIPMENT STORAGE AREA MATERIAL STORAGE & DELIVERY DIRECTION OF FLOW APPLICABLE BEST MANAGEMENT PRACTICES THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE CALIFORNIA STORMWATER BMP HANDBOOK DATED JANUARY 2015, OR THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED AS NEEDED: EC-1, SCHEDULING EC-3, HYDRAULIC MULCH WE-1, WIND EROSION CONTROL NS-1, WATER CONSERVATION PRACTICES NS-3, PAVING AND GRINDING OPERATIONS NS-6, ILLICIT CONNECTION - ILLEGAL DISCHARGE CONNECTION NS-12, CONCRETE CURING NS-13, CONCRETE FINISHING WM-3, STOCKPILE MANAGEMENT WM-4, SPILL PREVENTION AND CONTROL WM-5, SOLID WASTE MANAGEMENT WM-7, CONTAMINATED SOIL MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT WM-9, SANITARY/SEPTIC WASTE MANAGEMENT WM-10, LIQUID WASTE MANAGEMENT CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL AND PEDESTRIAN CONTROL NHILE PERFORMING WORK IN THE PUBLIC RIGHT-OF-WAY. 31TE PREPARATION SHOULD BE IN ACCORDANCE WITH GEOTECHNICAL NVESTIGATION ;ONTRACTOR TO USE BEST MANAGEMENT PRACTICES TO ENSURE COMPLIANCE NITH NPDES AND WATER MANAGEMENT DISTRICT REGULATIONS FOR STORMWATEF )ISCHARGE FROM CONSTRUCTION ACTIVITIES AND DEWATERING OPERATIONS. EROSION CONTROL NOTES ElINSTALL CONSTRUCTION ENTRANCE PER CASQA DETAIL TC-1. �2 INSTALL ENTRANCE/OUTLET TIRE WASH PER CASQA DETAIL TC-3. ❑3 INSTALL SILT FENCE PER CASQA DETAIL SE-1. �4 INSTALL GRAVEL BAGS PER CASQA DETAIL SE-6. aDESIGNATE STAGING AREA FOR MATERIAL DELIVERY AND STORAGE PER CASQA DETAIL WM-1. EDESIGNATE SANITARY AREA FOR TRASH STORAGE, HAZARDOUS MATERIAL, CONCRETE MANAGEMENT, VEHICLE MAINTENANCE & EQUIPMENT STORAGE PER CASQA DETAIL WM-8. )ESILTING BASIN NOTE: 31ORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASIN )URING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED, BOTTOM SCARIFIED IF NECESSARY AND THE BIORETENTION BASINS COMPLETED ONCE FINAL 31TE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL. r 1. CONSTRUCT SILT FENCE ALONG A LEVEL CONTOUR. 2. WHEN STANDARD STRENGTH FILTER FABRIC IS USED A WIRE MESH SUPPORT FENCE SHALL BE FASTENED TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY- DUTY WIRE STAPLES AR LEAST 1" LONG TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4". 3. STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE AND 40" OF THE FABRIC SHALL EXTEND INTO THE TRENCH. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED AND THE FILTER FABRIC STAPLED OR WIRED DIRECTLY TO THE POSTS. 4. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL THEN CUT TO THE LENGTH OF THE BARRIER. WHEN JOINTS ARE NECESSARY FILTER CLOTH SHALL BE SPICED TOGETHER ONLY TO A SUPPORT POST WITH A MINIMUM 6" OVERLAP AND BOTH AND SECURELY FASTENED TO THE POST. 5. THE TRENCH SHALL BE BACKFILLED WITH IMPACTED NATIVE MATERIAL. 6. IF 85% OR MORE OF A SOIL BY WEIGHT PASSES THROUGH THE OPENINGS IN A NO. 200 SIEVE (U.S. STANDARD) FILTER FABRIC SHALL NOT BE USED. 7. FILTER FABRIC MATERIAL SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 DEGREES FAHRENHEIT TO 120 DEGREES FAHRENHEIT. 8. SILT FENCES SHALL REMAIN IN PLACE UNTIL THE SLOPED AREA IS PERMANENTLY STABILIZED. 9. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWNSLOPE FROM THE FENCE. SILT FENCE GRAVEL BAG FILLED WITH COARSE GRAVEL 4" PVC PIPE FOR DRAINAGE 18" MIN 2 BAGS HEIGHT MIN W GRAVEL BAG BERM Zq// r ESS, C\ Lu � m No.C75897 sTgTF I OF CAL\FC��\P PER CASQA BMP TC-1 PER CASQA BMP TC-3 PER CASQA BMP SE-1 PER CASQA BMP SE-6 N.T.S. N.T.S. N.T.S. N.T.S. 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. SM SM TE DESCRIPTION: CP NO. 1030 STD STREET SURVEY MONUMENT WITH DISC STAMPED "L.S. 3997" INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 3/25/2022 R.C.E. NO.: C75897 EXP.: 06-30-2022 THOMAS R. EAGLING RECO E D: APPROVED: Jill T. Bankston �N/PRINCIPAL ENGINEER JILL T. BANKSTON/AGTIN CITY ENGINEER 05/09/2022 5/17/2022 DATE DATE EROSION CONTROL PLAN FOR: 1001 ENCINITAS BLVD., ENCINITAS, CA 92024 ROMAN CATHOLIC DIOCESE OF SAN DIEGO 259-311-10-00 PLANNING CASE NO: 2021-13, MULTI-004006-2021 CDP/DR/SCR LDEV-016211-2021 PUBLIC WORKS LOCATION: CENTER OF CUL-DE-SAC, NORTH END OF OAK CREST PARK DRIVE AT ENTRANCE TO ENGINEER'S NAME DATE PLANNING OAK CREST MIDDLE SCHOOL RECORD FROM: RECORD OF SURVEY NO 18416 ELEVATION: 388.479 DATUM: NAVD 88 REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 4 OF 5 E Ib 0 N N O N L6 N L m x w 0 w 0 0 IL 0 0 0 T m J Y cn L L E cn 6 T m a� CONNECT TO EXISTING 6" STORM DRAIN PIPE WITH PRIVATE CLEANOUT PER DETAIL F, SHEET 3. IE = 331.4. CONTRACTOR TO FIELD VERIFY INVERT PRIOR TO CONSTRUCTION. SID a ' S I ' SEE ENLARGED PLAN, EXISTING 6" STORM DRAIN PIPE IE = 331.1 ; SHEET 3, FOR BASIN DETAIL EXISTING DITCH FLOW LINE = 329.95 S- I I I f i I I I i I PROPOSED 3" PVC SDR-35 LOW -FLOW OUTLET THROUGH I d CURB. REMOVE AND REPLACE 18 LF OF EXISTING CURB WITH DEEPENED CURB AND DRAIN PER D-27. 3" PVC DRAIN FL = 326.50 a ' fi r =7 m m I N m m m m m m m m m PROPOSED 6" PVC _II v INSTALL 18"x18" PRECAST OVERFLOW ' a SDR35 OVERFLOW CATCH BASIN PER DETAIL L, SHEET 3 STORM DRAIN OUTLET TG = 333.50 — " I OVERFLOW IE = 331.50 INSTALL PRIVATE CLEANOUT PER �I DETAIL F, SHEET 3 ' Q' RIM=333.00 PROPOSED 6" PVC IE = 329.17 ' SDR-35 LOW -FLOW STORM DRAIN OUTLET / FG 332.60 _0 (BASIN BOTTOM) Ln rD �� FG 333.60 2 L a INSTALL 8.5 LF OF 6" SLOTTED PIPE @ 1 % a _SD SD SD INSTALL PRIVATE CLEANOUT PER DETAIL F, SHEET 3 � INSTALL HEADWALL AT L 6" STORM PIPE OUTLET. RIM=333.00, IE = 329.26 FL =I 332.50 ' INSTALL RIP RAP. 6" NOMINAL 4 L — ANGULAR ROCK RIP RAP WITH MIRAFI - —� Q FILTER FABRIC 1100N OR EQUIVALENT ' o 1 E a a U BASIN ENLARGED PLAN VIEW SCALE: 1 "=5' CHANGE NO. I DESCRIPTION APPROVED I DATE 1 INSTALL RIP RAP (TYP). 6" NOMINAL ANGULAR ROCK RIP RAP WITH MIRAFI - FILTER FABRIC 110ON OR EQUIVALENT. SEE ENLARGED PLAN, THIS SHEET PROPOSED HEAD WALL 18" BIOFILTRATION SOIL MEDIA (70% TO 85% BY VOLUME WASHED SAND AND 13% TO 30% BY VOLUME COMPOST) SIDE SLOPE (3: 1 MAX) --\ 6" PVC CLEANOUT (TYP.). SEE ENLARGED PLAN, THIS SHEET 1 3" MULCH PER LANDSCAPE PLANS 18"x18" PRECAST OVERFLOW CATCH 12„ BASIN PER DETAIL L, THIS SHEET. PONDING TG: 333.50 MIN IE: 331.50 _ FINISHED GRADE 6" INFLOW STORM DRAIN PIPE (SEE PLAN) -11 —III =III 30mL IMPERMEABLE LINER (CONTINUOUS OR CONSTRUCT EXCAVATED SLOPE (3: 1 MAX) - 11=1IMII=1 — 11Ell II III=III 771 a I W/SOLVENT WELDED SEAMS) II M11=III— o 0 0 0 0 11 BY THE LINER COMPANY OR EXISTING UNCOMPACTED SUBGRADE II III— II 0 11= APPROVED EQUIVALENT (ALL 4"OF " CRUSHED STONE FILTER COURSE :,III II SIDES OF BIORETENTION AREA) � -I I = ==1 I - =1 I 1=1 I I 111= = I' PER CITY OF ENCINITAS SPECIFICATIONS --III=III—III— I—ITi— 11=III=III—III—I I—I��—' » 6 DIA. PVC OVERFLOW 12" OF J" CRUSHED OUTLET PIPE. AGGREGATE IE: 331.50 6" SLOTTED PIPE BOTTOM OF CATCH BASIN TO BE SET ON 3" DIA. LOW -FLOW OUTLET SUBGRADE. FILL BOTTOM OF BOX WITH CONCRETE IE:329.17 SLURRY TO ESTABLISH INVERT ELEVATION AT PIPE OUTLET (NO SUMP). BIOFILTRATION BASIN DETAIL (FOR REFERENCE) NOT TO SCALE BENCHMARK MONUMENT WITH DISC STAMPED "L.S. 3997" LOCATION: CENTER OF CUL-DE-SAC, NORTH END OF OAK CREST PARK DRIVE AT ENTRANCE TO OAK CREST MIDDLE SCHOOL RECORD FROM: RECORD OF SURVEY NO 18416 ELEVATION: 388.479 DATUM: NAVD 88 AS -BUILT APPROVALS UCJIVIVCLJ O T . Uf[F1VVIV o r . ur_1r_ ..raw SM SM TE INT. DATE PLANS PREPARED UNDER SUPERVISION OF PUBLIC WORKS DATE: 3/25/2022 ENGINEER'S NAME DATE PLANNING R.C.E. NO.: C75897 REVIEWER EXP.: 06-30-2022 PRINCIPAL ENGINEER DATE INSPECTOR THOMAS R. EAGLING PLANTING & COBBLE PER LANDSCAPE PLANS. STABILIZATION PER LANDSCAPE PLANS. PROPOSED LEGEND PROPERTY LINE 160 PROPOSED CONTOUR SD SD STORM DRAIN PROPOSED SWALE CIVIL LIMITS OF WORK o WHEEL STOP PROPOSED CONCRETE d PAVEMENT (APPROX. 1,590 SF) CLASS II BASE (APPROX. 930 SF) TRUNCATED DOMES BIOFILTRATION BASIN W N . LANDSCAPING PER W WY W ARCHITECTURAL PLANS DRAINAGE BASIN BOUNDARY XX DRAINAGE AREA LABEL XX —ACRES DMA# CLASSIFICATION 1 TREATED BY STRUCTURAL BMP 1 NOTES: 1. DEPTH TO GROUNDWATER IS > 5.5 FT. 2. THE SITE IS UNDERLAIN BY HYDROLOGIC SOIL TYPE C (REFER TO GEOTECHNICAL REPORT FOR DETAILS). 3. NO CRITICAL COURSE SEDIMENT YIELD AREAS EXIST ON SITE. 4. NO EXISTING NATURAL HYDROLOGIC FEATURES ARE PRESENT. SOURCE CONTROL BMPS: v 1O PREVENTION OF ILLICIT DISCHARGES INTO THE MS4 (SC-1) O2 STORM DRAIN STENCILING OR SIGNAGE (SC-2) ` O ADDITIONAL BMPS (SC-6) - SIDEWALKS & PARKING LOTS 1 SITE DESIGN BMPS: 1 ' O MINIMIZE SOIL COMPACTION (SD-4) (TYP. FOR ALL LANDSCAPED AREA) 1 RUNOFF COLLECTION (SD-6) 1 1� O6 LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES (SD-7) �. O7 MINIMIZE IMPERVIOUS AREA (SD-3), USE PERVIOUS PAVEMENT OR LANDSCAPE AS SHOWN BOTTOM OF SWALE (3-4 FT MAX, WIDTH VARIES PER PLAN). SIDE SLOPES NOT TO EXCEED 3:1. NON -WOVEN GEOTEXTILE FILTER FABRIC EARTHWORK QUANTITIES SITE: ±0.2 AC CUT: 220 CY FILL: 220 CY NET: 0 CY (BALANCED) DISTURBED AREA: 9,903 SF CREATED/REPLACED IMPERVIOUS AREA: 4,714 SF PERVIOUS/IMPERVIOUS AREA CALCULATIONS TOTAL DISTURBED AREA = 9,903 SF % PERVIOUS % IMPERVIOUS EXISTING SITE 81 % 19% PROPOSED SITE 52% 48% SOIL MIXTURE �o QRoR SS/O PER LANDSCAPE PLANS co STABILIZED EARTHEN CONVEYANCE SWALE NoC75897 s NOT TO SCALE ENGINEERING DIVISION APPROVALS RECO E D: APPROVED: Jill T. Bankston J�LTAPd/PRINCIPAL ENGINEER JILL T. BANKSTON/AEG CITY ENGINEER 05/09/2022 5/17/2022 DATE DATE GRAPHIC SCALE IN FEET T9 cm\- ��P rF OF cAL�0 5 10 20 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. POST CONSTRUCTION DMA-BMP MAP FOR: 1001 ENCINITAS BLVD., ENCINITAS, CA 92024 ROMAN CATHOLIC DIOCESE OF SAN DIEGO LDEV-016211-2021 259-311-10-00 PLANNING CASE NO: 2021-13, MULTI-004006-2021 CDP/DR/SCR SHEET 5 OF 5