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LDEV-013146-2020 - 14579-G (Plans)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. ET IS THE RESPONSIBILITY OF THE OWNER 70 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 :H4:14:k19:I•ilx=: 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. AS 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. .wLi6Hill *1l4iL&1-1LN11E5:L11g729q:iGTC1U411 9I.L4 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 HOUDAYS. 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 PERMTITEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 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: ]4164-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING N 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. CONTRACTOR'S RESPONSIBILDY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT THE FOR THE EXCAVATION, OR HIS OR 9j 1, IF HUMAN THE PERSON 1TIVE, SHALL NE. NO REA A QUALIFIED 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 TNAHCI 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 EMMENCY WORK IS REQUIRED, CONTACT LISA AND JEFF ALLEN AT 24 HOURS A DAY. SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL APRIL ))BE MADE AVAILABLE AT ALL ( 11 A CONVENT NIT LOCATIONSSSTO FARY CILITATE RATE TERIALS REMOVE TO AAVODTING AUN UNNECESSARY REMOVAL OF GETATION ONLY WHEN ABSOLUTELY TUNATURAL G OU D COVER. LARGE DO NOT REMOVECTS SHALL ETREES ORR ED IN GEOL�GIST HAS BEEN OR WILL BHEREBY CERTIFY THAT A E RISTERED SOILS ENGINEER OR ETAINED TO SUPERVISE OVER 1 CONTROL MEASURES WHEN RAIN IS IMMINENT. SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSIONALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND . MOVED OR MODIFIED WITHOUT THE APPROVAL STABILITY OF THE SITE. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED )SITE CONTROL DEVICES TO WORKING ORDER OFFICE HEREBY AGREE ETO MPLOYEES, AND NDAGENT HARMLESS ARML SSCITY FROM, 'S FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND AFTER EACH RUN-OFF PRODUCING RAINFALL. OFFICERS, OFFICIALS,EMPLOYEES, DEMANDS, USES OFSSFROM,AND AGAIN! 1L EROSION CONTROL MEASURES AS MAY BE PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OFACTIONS, LOSSES, INCOMPLETE GRADING OPERATION OR DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE SE. OUT OF, OR IS ANY ON MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY AND SHALL TAKE NECESSARY PRECAUTIONS TO COMPLETE. ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, ARE UNSAFE OR ARE POTENTIALLY UNSAFE March wATF 2021 CONTRACTORS, SUBCONTRACTORS, OFFICERS, OR REPRESENTATIVE! .- - - WATFrt IICAGF FOR DII5T f.ONTR01 SHAI I RF MINIMOFO. _ OWNER JITF7ND LISA ALLEN 826MOPAWGSUNDRIVE ENCINITAS, CA 92024 SITE ADDRESS 82�a�_XG SONDRTVE APN: 264-262-34 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 E 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 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF STORED SLOPE AT THE CONCLUSION OF EACH WORK DAY. MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-STIE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. -SITE. AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES 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. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS TRAINING SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES DRAIN SYSTEM. SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THE IIRR OWN RESPONSIBILITIES. NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES WASTE MANAGEMENT AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP DUMPIANCE SYSTEM OF UNUSED WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO R THE RIfdSED AREAS. THEMATERIALS. CONVSTRICTLY 4. NO RAINFACILITY 50SHALL BE HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED 5. DRIVEWAYS SHALL HAVE A MINIMUM 2X CROSS SLOPE TOWARD THE IMP BMP AREA OR HAVE AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL E CHECKED FREQUENTLY ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RL1OFF AND DISCHARGE FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACE[ IT TO AN ADEQUATE IMP BMP. / WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. B. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OBTAINED. OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. CTnPU WGTFR RFCT UANAPMFLIT PRACTICF RFrll IIRFYFNTC TMF TRACK FNCI (ICI IRFC CNII I HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A AROUND THE SITE. 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 PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL E SELF CONTAINED OR MAY HAVE A PERVIOUS SURFACES. DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CRY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. OLIENHAIN MUNICIPAL WATER DISTRICT NOTES FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND NOTIFICATIONS MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVNHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATERMAINS AND 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE FACILITIES. INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED AT ALL TIMES. TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS 6 SEES) AS REQUIRED BY THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPUSHED PRIOR TO THE PRE -CONSTRUCTION UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: MEETING WITH THE DISTRICTS INSPECTOR. A. SEWERS - OLIVENHAIN MUNICIPAL WATER DISTRICT-1-760-632-4649 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME B. GAS & ELECTRIC - SDGE - (760-438-6200 AND DURATION OF THE SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECTTO APPOROVAL BY THE C. WATER - OLIVNHAIN MUNICIPAL WATER DISTRICT- 1 -760-632-4649 DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. D. TELEPHONE - SEC BELL - (760)-489-3411 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGMENTS FOR HIGH -LINING TEMPORARY E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CALL/OSHA. A COPY OF 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON EXEMPTION LETTER OR TRENCHING PERMIT. IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT THIS PROJECT. PHONE: (760)-633-2770. PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN WITHOUT DIRECTION OF THE DISTRICT'S INSPECTOR. CONTRACTOR SHALL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL ARRANGE FOR INSPECTION OF THE PROJECT. EARTHWORK DATA LEGAL DESCRIPTION LOT 23, MAP 9175 FORANYAND CONNECTED WITHIN THE P Lf� P050 P\IpN1DA �'y�C1 y0 N SPR/NGR77gp LANE �l 9Zs C'1 WOODSY LAN 2 l SITE 1� U6MORNINGSO7VDRIVE EASEMENTS. ERIN RIST A REGISTERED CIVIL ENGINEER COMPILED HAVE BEEN INCORPORATED IN THE G SIGNEP_-� RCE NO.: C§.5122 EXP. DATE- 9-21 JOB IT: EDG PROJECT NO 206301-1 NGINEERING DESIGN GROUP 2121 MONTIEL ROAD, SAN MARCOS CA 92069 760-839-7302 STATEMENT OF ENGINEER OF WORK NO SPECIFICATIONS. 4,OQµ0FE55lpy, 4i `cp\N E. RCS 1'�L+ 0 m � C 65122 � r P OF CAL\F VICINITY MAP N.T.S. SIGNATURE,ba.a' r^-J7y DATE. 1-7-21 GREGORY 5MMff- GAG ENGINEERING AND LIVID SURVEYING 27475 YNEZ ROAD J294 A �' RCE EXPIRES EPIR2-31-22 Ed 7. THE CONTRACTOR MUST CALL DIG ALERT OF SOUTHERN CALIFORNIA TO HAVE UNDERGROUND IMPERVIOUS AREA NEW HARDSCAPE SURFACES TO NORTH BMP to & BMP 1B: SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE A7 LEAST 48 STEEPEST EXISTING NATURAL SLOPE ON -SITE BACK PATIO 347.03 SQ. FT. HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN THE PUBLIC RIGHT OF WAY. ( DIG = 5OX H: 2 V: 1 EXISTING HARDSCAPE SURFACES: NORTH BACK PATIO 330.00 SO. Fr. ALERT PHONE: 800-227-2600). MAXIMUM VERTICAL DEPTH OF CUT = 8.0' RESIDENCE 2407.61 SO. Fr. FRONT NORTH PATIO 495.15 SQ. FT. B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, IE. LINE CROSSINGS, LINE MAXIMUM VERTICAL DEPTH OF FILL = 3.0' PATIO 138.98 SO. Fr. DRIVEWAY 815.03 SO. FT. PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION CUT = 550 C.Y. FILL = 25 C.Y. DRIVEWAY 479.94 TOTAL NEW HARDSCAPE 1987.21 SQ. FT. BEGINS. SSOO. FT. PATIO 9. THE CONTRACTOR SHALL FURNISH NNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE = 525 C.Y. REMEDIAL = NO PROPOSED BUILDING STRUCTURES. TOTAL EXISTING HARDSCAPE - 3603.20 SQ. FT. TREATMENT AREA:.G4 X 1987 = 80 SF APPROPRIATE BURIED UTILITY AND WARNING IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES ONLY INSTALLATION SLOPES, AND RETAINING WALLS, NEW HARDSCAPE SURFACES TO NORTH BMP 2: INCLUDING WATER LATERALS LOCATED IN THE PUBLIC RIGHT OF WAY. INSTALL PER SOILS ENGINEER RECOMMONDATIONS. APE SURFACES REPLACED: SOUTH SIDE YARD PATIO - 345.00 SO. FT. 10. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET • SEE EARTHWORK NOTE SHEET 2. DRIVEWAY LACED DRR/EWAY SURFACE REPLACED 479.94 SQ. Fi. TREATMENT AREA:.04 X 345 = 14 SF f:d 7 B,12-]I-22 U . 7 a I BMP PROJECT STATUS STANDARD )R H AFFHu W IMYKUVLMLNIb ML IN UUNI-LIUI WAIN A UllY IKLL, a Mum NUI UL DISIUKULU FROM A SIDE LOT LINE. A3/4 INCH HIGH LETTER "W SHALL BE CHISELED IN TOP OF EXISTING UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. DISTURBED AREA = 8787 S.F. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY 11. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR PRIOR WRITTEN CONSENT. PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION OLIVENHAIN WATER DISTRICT ENCINITAS FIRE DEPARTMENT TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW 12. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR John Ugrob 3/16/2021 hT/LOse� 3/22/2021 Annette Saul 3-9-21 ��__ 3-5-21 / U /C 3/ q/ZI EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING E THE SIDE OF WATER METER TIME MI DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE S SHALL S 13. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN DETERMINED BY A QUALIFIED ARCHAEOLOGIST, T AND,L O OR PHEOLO IC I IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, DR ARCHEOLOGICAL RESOURCES, THE THE LNG STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. SIGN DATE gun0 ' DATE 0 HANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS I ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. _ _ ,tf r'� DATE, 1-7-21 zAn ✓//t,� I LGwarO imunmer p26 MORNING D 7L TT7L T/T SUN TT TAT DRIVE Trot+ GREGORY CAUDILL DATE ti,�a. STEVE NOWAK EDWARD J. WIMMER O 1Yl ANING SU DRIV i 14579-G GREGORY CAUDILL R.C.E. NO.: 60957 3-24-21r1wmrimrrp APN.• 264-262-34 SENIOR ENGINEER DATE EXP.: 12-31-22 DATE b1pch 24 2021 774 PLANNING CASE NO: SHEET 1 OF ME 10-18-19, rev. 3-25-20, 10-07-20, 1-7-21 LDEV-0013146-2020 n 0 00 CO N N �E U mg cgo Z W w VPI�a v 9 0 S N m �m2o R�L 6 c w a0 m � szl coo (WQJ ^ N UNm LEaND swBa SUBMWSION BOUNDARY EARTHWORK NOTE EASEMENT LINE OVER -EXCAVATIONS FOR REMOVAL OF UP TO 6' OF DEPTH OF EXISTI UNSUITABLE SOILS AND RECOMPACTION WITH COMPETENT FOUNDA ON E SSRNG CONTOUR SOIL MATERIAL TO BE ACCOMPLISHED FOR FOUDATIONAL RETAINING Wj SUPPORT ALONG THE NORTHERLY PROPERTY LINE. INSTALLATION EOSRNG BEVAR6N COMPACTION OF SOILS SHALL BE ACCOMPLISHED PER GEoiECHNICAL RECOMMENDATIONS AND UNDER THE DIRECT SUPERVISION OF NEW CONTOUR 136 REPRESENTATIVE FROM EDG INC GEOTECNICAL TO INSURE COMPETENT /3d50 SUPPORT RETAINING WALL FOUNDATIONS ALONG THE N'LY NEW BEYA710N PSOILS ROPERTY LINE. DRAWAGE SWALE DIRECTION OF FLOW DAYUGHT UNE — I CONCRETE PLANIER WALLS ® ADJACENT RESIDENCE APN: 264-262-15 CWCTIE MASHY RETAINING WALL SDRSO C-1, C-4 m PRIVATE STORM ORAW PFE -SDSD- L 0 T 2 5 PRIVATE STORM DRAW CATCH BASIN —sD�,�,� ®Oe UNLESS NOTED OIHERINSE PRIVATE CATCH BASINS TO BE 11'X 12, CATCH BASINS BY NUS' LOCATED W PUNTED AREAS REFER TO LEGTAM ON 91EE7 I. OVER HEAD POWER LINES: CHIP pD 0' 10, 20' 30' O' ROOF DOWN DRAIN: • D.D. SCALE:1" = 10' Q Q/ COBBLESTONE DISIPATER PER PLAN: PROP .GRAVITY STORM DRAIN TO STREET so BW AREA NOT TO BE M07IF0 57 SF +66 SF = 123 SF 7REAIMENT SUP IA.IB INIHOUT CITY PERMISSION 14 Sr IREATMENT MP2 SPECIAL N04ES: 1❑. OWNER/CONTRACTOR IS RESPONSIBLE IN THE FIELD TO SHORE UP ALL EXISTING PROPERTY LINE RETAINING STRUCTURES AND INSURE INTEGRETY OF THE EXIS77NG ADJACENT FOUDA77ONAL MATERIAL AND ADJACENT GRADES DURING THE OVEREXCAVATION AND RECOMPAC71ON PROCESS. OBTAIN RECOMMENDATIONS FROM GE07ECHN/CAL PRIOR TO START OF CONSTRUCTION. 0 PRIOR TO CONSTRUCTION, EXISTING ON SITE STRUCTURES, CONCRETE PAVEMENT, WALLS, PLANTER, LANDSCAPING AND ALL 07HER I7EMS LOCATED WITHIN THE LIMITS OF THE NEW DEVELOPMENT AS SHOWN HEREON SHALL BE DEMOLISHED AND REMOVED FROM SITE. CONTRACTER TO VERIFY SPECIFIC REMOVALS WITH THE OWNER. 3 CONTRACTOR TO OBTAIN A DEMOLITION PERMIT FOR ALL STRUCTURES SHOWN HEREON TO BE DEMOLISHED. ACONSTRUCT PCC DRIVEWAY MIN. 5 1/2" THICK ON 3" CLASS 11 BASE COMPACTED 90% MAX DRY DENSITY, ULESS OTHERWISE SPECIFIED BY SOILS ENGINEER BASED ON OBSERVATIONS IN THE FIELD. 5 PRIOR TO CONSTRUCTION, 714E CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK TO BE PERFORMED IN 714E PUBLIC RIGHT OF WAY. (D STORMDRAIN PIPE TRUNK LINES TO BE 6" PVC (SDR 35) MIN. ® 1.OX MIN SLOPE OR AS SPECIFIED ON PLAN. PICK UP LINES TO BE 4" PVC (SDR 35) MIN. ® 1.OX MIN SLOPE. © NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT SITE. 9❑. ALL GRADING AND RETAINING WALL CONSTRUCTION TO CONFORM TO GEOTECHNICAL SPECIFICATIONS AND RECOMMENDATIONS. R PREPARATION OF FOUNDATIONAL BASE FOR RETAINAINING WALL FOOTINGS TO INCLUDE REMOVALS AND RECOMPAC77ON OF SUITABLE FOUNDATIONAL COMPACTED SOILS MATERIAL PER RECOMENDA77ONS IN GEOTECHNICAL REPORT. sOILS/GEOTECHNICAL REPRESENA7VE TO BE OfNSITETO OBSERVE PLACEMENT OF COMPACTED SOILS RETAINING WAL FONDA71ONAL MATERIAL U1 CONSTRUCT 3' WIDE WALKWAY ON NATURAL TERRAIN 3' WIDE GRADED AND COMPACTED TO 61N DEPTH WITH STEPING STONES ADDED AND EMBEDDED MIN, 3" INTO COPACTED SOILS WERE DEEMED ACCEPTABLE TO OWNER TO PROVIDE A WALK WAY ACCESS TO THE REAR YARD. PL Drain away 5D Perforated drain pipe w/ 0.5% min. slope Filter Material. Crushed rock (rapped in filter fabric such as Miradrain 6000) of Class 2 Permeable Material. (see specifications above.) Footing Competent approved soils or bedrock THE STRUCTURAL SECTION AND PREPARATION OF SUB GRADE SHALL BE PER SOILS ENGENEERING RECOMENDATIONS. RET. WALL DRAINAGE DETAIL nts DESCRIPTION APPROVED DATE N 85 124.23' lP I. 25Jf ADJACENT RESIDENCE APN: 264-262-36 1 LOT 26 1 m 12"a12" COBLE STONE DISIPATER /4V cy BENCHMARK AS -BUILT APPROVALS 25' BRASS Or% CaW OF COVC /CR FIRE HMRAN7 NOTEE GREGORY CAUDILL DATE 6 DAS DATW. NAH>BA}4>� SENIOR ENGINEER DATE LOT 24 C.L. 4 JNC4° o PA •PON AOA° tiGN H °'DIRT' TO RE1Aw^ 3 Za WALI- TO X CONC 5 a� OF 4. IE 23°i h 2J575 Z� i� aA An+;' EX GONG za TREATMENT >A AREA 55 SF a - - Z PER B/0 REIENT/ON ETA/ - 'Qy' R&.R;, SHT-3 SURFACE ZJf.15 � �'ft1yE_WP� ?a GARAGE MAP 9175 FF2J555 1 w 740.B1f � a 7.0 f EXIST. MOISTURE BARRIER ���B,Aj� °, RESIDENCE INSTALL FOR 7k FF FROM STRUCTURE ZfL l0 F.F. 241.10 2'S42 ' gpT � BEG. 826 MORNING SUN DRIVE -H/CH HAND R4/L APN: 264-262-34 '3 7 [ F 4' H/CN PoOL FENCE rn pia^ x [s = 0 -o2f005 - o, 0 T 23 ZfO.BS v?< z L.S 2J9. =W o go A .O11j o s JACUZZI 0 ,K2f1.59J bt, a J TO RF,U C! fF 2f170 1 4' H/CH ROOL FENCE x V ENB J' _//UCH H4N0 RAIL EX 0R1 PA. SEE SLOPE ANNALYSIS FOR ORIGINAL TOPOGRGHY PER SUBDIVISION GRADING PLAN NO. L-8733 A.G. 1 Z Z a, OUVENHAIN WATER DISTRICT NOTE: PIGMY PALM CURRENTLY LOCATED ADJACENT TO EXISTING WATER METER _ BOX TO BE RELOCATED A MIN. 3' DISTANCE AWAY FROM METER BOX LOCATION. 00 CD T,,,.., N (S WALL LOCATED VkH 15' SEtIBACK FRO P/L v p P PERMANENT ALL AND NCE/WALL COMBINED HIE HT SHALL NOT 2f009 X m� �' w EXCEED 6• IN IEGHT PR VIDED THA H# a THE TOP 2. OF THE FENC IS OPEN FOR 50% OF TH SURFACE OF THE FENCE TO PROM E MSABIU Z OP EN z ',� THROUGH THE ICE. N w o � TENC EXo03RTTAtOH W O z g u w ux �9 ADJACENT RESIDENCE APN: 264-262-32 LOT 22 F qp✓z�6.2 %Aoy' ENGINEERING DIVISION APPROVALS DATE 1-7-21 _ Edward J.Wimmer R.C.E. NO.: 60957 STEV/I//16,'%n EDWARD J. WIMMER GREGORY CAUDILL 5-24-21 arC 1 EXP.: 12-31-22 DATE RACTOR TO CIP ENGINE PA. DRIVEWAY V100= �.4 fps n E ACAEj' m RETAINING WALL NOTE l:d0A57 * BP.12-a1-� '0 a Z w ?' See A#ainiag Wall Certificafions for Lisa Allen/Jeff Allen at 826 Morning Sun Drive, on file with the City of Encinitas Engineering Div., c •- dated 10-19-20 for existing tiered Thigh V(A4` c < m retaining Walls and all existing walls in the front J N C m yard area of the property. c osr a ao crcMW CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. E z QING PLAN FOR:as woo 826 MORNINGSUNDRIVE 14579-G nl ��e APN: 264-262-34 SHEET 2 OF 4 10-18-19, rev. 3-25-20, 10-07-20, 1-7-21 LDEV-0013146-2020 Drain away Perforated drain pipe w/ 0.5% min. slope Footing PL U Filter Material. Crushed rock (rapped in filter fabric such as Miradmin 6000) of Class 2 Permeable Material. (see specifications above.) 4" DIA COBLESTONE 3/4" GRAVEL ® 12"02" COBLE STONE DISIPATER 3'WIDE BY .J' DEEP CONVENTIONAL VEGETATED SWALE 31 1R M/N 1% M/N 3' MIN VEG£TA770N BERMUDA GRASS KEN7UKEY 31 TALL, WGII 7701V RED FESCUE AND A GRASS LEGUME MIX OR AN ACCEPTABLE SIMILAR VE6ETA77VE GROUND COVER C6NIfN1/ONAL DfGET14 0 ANY NOT TD SCALE INFILTRATION AREA TO BE LINED WITH V TO 2" COBBEL STONE OR WITH DEEP ROOTED, DENSE, DROUGHT /TOLERANT PLANTING SUITABLE RETENTION AREA SHALL BE / FOR WELL DRAINED SOIL LEVEL AND DEPRESSED A /r APPROVED GRATE INLET WILY TG 234.50', S'LY TO 233.65 MINIMUM OF 6" FROM THE u 2-3" HARDWOOD MULCH SURROUNDING GRADE\ I 1 �0. / /SURFACE 82.80' . O'N DIY SOIL I I m STORMWATER RUNOFF IN LANDSCAPE AREAS TO DRAIN AWAY FROM STRUCTURE LJ Competent approved soils or bedrock AT 2.0% FOR 5.OFT. RUNOFF FROM STRUCTURE, ROOF DOWN DRAINS AND HARDSCAPE SURFACES TO BE TIE 4-6' PVC PIPE TO RET. WALL DRAINAGE DETAIL DIRECTED THROUGH CONVENTIONAL VEGETATED SWALE PRIOR TO OUTLET AND STORMDRAIN SYSTEM OUTFALL CONFUENCE WITH PUBLIC STORM WATER FLOW. nts ¢ < IE 234.1' WILY OUTFALL w w IE 233.1' STY OUTFALL 0 0 g= NO3 0 ur I •BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL .. LJJ. ¢ w o a CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% MOISTURE BARRIER ' v d e ° - < w a w TOPSOIL. INSTALL FOR T - 4 "_ o n a rc ai a o� � FROM STRUCTURE of vi w THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED z ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE MORNING SUN DRIVE o F — 4� wrc y AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO 264-262-34 y. a N m c0 " ` BMP'S ARE TO BE PRWATLY MAINTAINED AND THE FACILITIES NOT TO BE MODIFIED Z m w w U of WITHOUT A PERMIT FROM THE CITY.1 O W g.D• 242 5.93 d w E w 242 240 —U' 10O 240 � �� 0 1 23a w �< wo N z3e BIO—RETENTION DETAIL vm v240.0 1 _ _0 23e -� 0 '¢` 2W 239. 0 2a4 \f M... z3a Nrs O CR (<t 1 ' �pG� 232 �• 1 \ 1 O 5" M2 O 21 1 -L1 y 230 \ \ I m 240..95 c, \ ° \'��' "to RETAINING WALL AS —BUILT SECTION B—B FRONT O Z SCALE: V.. i" = 10' E -� .#$.4 Z 0 QA/[ A Zg WALL LOCATED WITH 15' SETBACK FROM P/L r^ 3' HIGH WOOD Iro I \ CE 50% OPEN O tJ .O N PERMANENT WALL AND FENCE/WALL W 3' HIGH WOOD FENCE OPEN FOR 50% COMBINED HEIGHT SHALL NOT = 11- EXCEED 6' IN HEIGHT PROVIDED THAT o �. 240.48 �`A \� IZ V S6 �,' e W THE TOP 2' OF THE FENCE IS OPEN a of m rn w m pr S O 1= b Z 2.65 FOR FENCETOPROVIDE MSABIUTY % Of THE SURFACE OF THE N < a N n = Q �� x pIR1 11 Z IIO O W a" j THROUGH THE FENCE. I w 4 chi N o o Q <_ U Z_ tV [V rtn tp U w O w til0 OH \Y I U N272 0- O C) N N v J 270 9 1 1 • LAI \ \ " us 269 w 255 6' HIGH FENCE 1 @" w \ \_e. \ 299 Zee m a 50% OP Ir \ " ° 2e2e2 W •.. '. n . 0.08 Ir 1 2' WIDE PERMEABLE MATERIAL �7 N zso zeo m i 1 BEHIND WALL. 3/4 IN CRUSHED o U _ X240 4 'L 1 PI ROCK. zse — —255 W V. o `F GONG• O. P 254 111111 EXISTING CONC. POUR IN PLACE RETAINING WALL rd 252 w FA f GN \NG 3000 PSI CONCRETE W • - FENCE CK FILTER FABRIC n 52 a 249 z4a DISO ROM BP 246 20 G a 2" x p0 SPPCW \ 242 242 2,10 TOP OF FOOTING 9' ,A 5" r9239 ADJACENT RESIDENCE AyFWAY APN: 264-262-32 BACK OF WALL PERFORATED SUBDRAIN 4" PVC SFR-35 WRAPPED IN FILTER SLEVE _ - • / Qr IVV,� FRONT YARD RETAINING WALL AS —BUILT x3 BARS AT 12" CENTERS \ 22SECTION A —A REAR YARD~GO V0.Cg6S \ SCALE: H: 1" 8' BOT. OF FOOTING SCALE: V. 1" = 10' By 102�3e1 _22 H: 1" = 10 RETAINING WALL AS —BUILT DETAIL FRONT 13 A I�Qta4 NTS tYj CHANCE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DRAWNDESIGNED I " ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESf/dP11(M: 25'&PAS5 DISK PLANS PREPARED UNDER SUPERVISION OF RECO D: GRADING PLAN FOR: D7LT SUN T�7�7r��+ LOCAMN`. SW C04M1640T CQNC FDR FRE HYDRANT GREGORY CAUDILL DATE jj �;pp DATE 1-7-21 Edward J.Wimmer 826 MORNING,SU `% DRIVE NCRTE "`-� STev Y < 14579-G _ 1 R.C.E. NO.: 60957 Glace APN.• 264-262-34 DEYAMYIt 12256. DATUM. �1ptB GREGORY CAUDILL 3-24-21 March 24 2021 SENIOR ENGINEER DATE EXP.: 12-31-22 DATE PLANNING CASE NO: SHEET 3 OF 4 00 CD N IV N E N0 WV E C J V Z Wes' NW9 a oarn J N 0 9 0 �¢n c � a rn woo I UNr, 10-18-19, rev. 3-25-20, 10-07-20, 1-7-21 LDEV-0013146-2020 I0Die) 3iZIst BOUNDARY: EXISTING CONTOUR: OVER HEAD POWER LINES: CHIP ROOF DOWN DRAIN: BMP TREATMENT AREA: PROPOSED BUILDING COBBLESTONE DISIPATER PER PLAN: SILT FENCE SC -I GRAVEL BAGS CD-38: INLET PROTECTION CD-J8: —65 a D.D. o 0 UNLESS N070 OWNS& PRIVATE CATCH BASNS TO BE 12'X 12' CATCH BASINS BY WDS" LOCATED IN MAN70 AREAS REFER TO LEGEND ON SHEET I. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GEOFFREY ENG AT (760}230A462 .24 HOURS A DAY. ADJACENT RESIDENCE APN: 264-262-15 LOT 25 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 ISa, IMMINENT. ..� 3. DEVICES SHOWN ON PLANS $HALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL O Z + OF THE ENGINEERING INSPECTOR. -n _ + 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER =; m 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. zA` cT -� 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS- TOPREVENTPUBLICTRESPASSONTOAREASTHATAREUNSAFEORAREPOTENTIALLY 283 v UNSAFE. 6 plA TREE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 6. 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. flow Concentrated— Rock fllter(use if flow is concentrated) x Edge of 1A `x ` sediment trap inlet Sheet flow r /rain J IIBlanket Silt fence Per SC-01 m m er Plan r 0 0 DI PROTECTION SZT1NOT T0­E_ 2 Notes 1. For use in cleared and grubbed and in graded areas. 2. Shape basin so that longest inflow area faces longest length of trap. 3. For concentrated flows, shape basin in 2:1 ratio with length oriented towards direction of flow. ADJACENT RESIDENCE s� APN: 264-262-36 1 LOT 26 Stabilize area and grade uniformly around perimeter GBotextile Blanket 1:1 slope 3 Min Drain inlet Note. 1.2 m } Remove sediment before reaching one-third full. Section A —A 0 FENCE N _ WIDE TRENCH C.L. I•e PA D R7 n F REMOVE A L 9NC ., PAAO GN ° -. x a' • n , • RE 36 MATALLCH EX6 ..s / ;RT <Q ° WN-L TO pNC OF DRIVEWr _ ram.- EX. RET' EX. - E 234 °A'. . iS 275 - s a A.Q. WAY GARAGE - °% °Ca A PRIV 4 M°. IE OUT 233.8 m\ % MAP 9175 FF23555 AP Z 2" X z 24087J 0 4 TREATMENT EXIST. - IE OUT 233 MOISTURE BARRIER .-.♦ $, RESIDENCE INSTALL FOR 7' A .4 4> r F.F. 241.10 FROM STRUCTURE 2.42, 24�0 STA/A'S ORSO 0--25 gEG. 3' 826 MORNING SUN DRIVE 2353 v ///G// HgNO RAIL APN: 264-262-34 - .F " 4'H/0H MOL FENCE o w a ', S.D. 4099f v24005 d 240.85 LOT 23 �X Z 239. __ o= p 'p D_ m 6 m '......, b HE x O d 0 ♦ I'� "♦• Ivry==""'� `may—/ '1 � v 1 ♦'. .�'••° w r w d f',I ', Z 50R i CONC. fiA. `MO po PATIO i S 240 2 PVC 6 A\G\A NCE m E;Oro C.° z 240..09 T@' X240. 4 EX7R4 STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUFF STF-Et OR — Ili • POST ATTACH FILTER FABRIC SECURELY TO UOSTRE4M .nllllljjjlllliilljhilljjllljjlljjlOil'jjir/ ir'jll III„— liilllii lliiiiiliiiii1iii j0i1 jllllllll Oliii 1 ii00jlll010jllllll lllll���jllllll�llllll 1 " III Ijlllllll111 III gWIRE SUPPORT FENCE ADJACENT RESIDENCE APN: 264-262-32 LOT 22 AC✓z3PP 52S IE 233.02 RETNNMG WP1a' DRIVEWAY CON - SITE DESIGN Bill FS­D-_2_1 CONSERVE NATURAL AREAS SOILS AND VEGETATION. SD-3 MINIMIZE IMPERVIOUS AREA SSD MINIMIZE SOIL COMPACTION SD-5 IMPERVIOUS AREA DISPERSION SD-6 RUNOFF COLLECTION 5®- LANDSCAPING AND NATIVE DROUGHT TOLERANT SPECICIES I o 10 201 30' SCALE: 1" = 10' OER MNDN BASN NOTE nr , V, :. • I a' r. fr mr rir r + .n( FI'9i� r r :: N a •a r r: r r l r l r� r r r vrr r 1. Gravel Bag Barrier MOMS Iwmwlw I,e m z sv « gae�,alu°e l`d III 0(kelp, ,m •, eh. w " r� olm',. m T.O mm ROCS- flnN' mam vw" n and & glu - All "lot 40 kg erdgm arv,v'a nL°,_aa—m°i°,,,,,°' ui FRONT MEW TYP_ ICAL. SdNIIW ARR FR REFER TO STORMWATER QUALITY MANAGEMENT BMP MANUAL FOR SPECIFICS Source Control BMP Notes: 1. SC-1 All hardscape runoff and vehicular wash water to be directed to landscape areas onsite. 2. SC-6 D1 Masonry structure to be built. protecting interior eliminating interior pest control. J. SC-6 D2 - ❑ Preserve existing drought tolerant trees, shrubs, and ground cover to the maximum extent possible. U Design landscaping to minimize Irrigation and runoff, to promote surface inflltrotion where appropriate, and to minimize the use of fertilizers and pesticides that can contribute to storm water pollution. U Where landscaped areas are used to retain or detain storm water, specify plants that are tolerant of periodic saturated soil conditions. U Consider using pest -resistant plants, especially adjacent to hardscape. U To ensure successful establishment, select plants appropriate to site soils, slopes, climate, sun, wind, rain, land use, air movement, ecological consistency, and plant interactions. OPERATIONAL: Maintain landscaping using minimum or no pesticides. ❑ See applicable operational Bill in Fact Sheet SC-41 "Building and Grounds PP P 9 Maintenance' in the CASQA Stomnwater Quality Handbooks at www. Provide Iandboo keno . U Provide OP information to new owners, lessees and operators. 4. SC-6N UProvide a means to drain fire sprinkler test water to the sanitary sewer. OPERATIONAL: See note in Fact Sheet arm Building and Grounds Maintenance, located is section i of Storm Water Quality dsc a ed areas Plan. 5. SC-60 o Condensate drain lines may discharge to landscaped areas a the How is small enough that runoffwill not occur. Condensate drain lines may not discharge to the storm drain system. U Rooftop mounted equipment with potential to produce pollutants shall be roofed and/or have secondary containment. ❑ Avoid roofing, gutters, and trim made of copper or other unprotected metals that may leach into runoff. 6. SC-5 Ulf dumpsterl or other receptacles are outdoors, area will be covered, graded, and paved to prevent run-on. install berms at locations to prevent runoff from the area. Also designated area to be protected from wind dispersal. HANGE NO.1 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UGJISW 1 UMWN UT: I UHLGKLU BT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. arsa mAst 250 OMSS La GREGORY CAUDILL DATE SENIOR ENGINEER DATE PLANS PREPARED UNDER SUPERVISION OF PATE-1-7-21 �""¢^�'Ca....�DF R.C.E. NO.: 60957 GREGORY CAUDILL EXP.: 12-31-22 RECO / , EdwardJ%mer ST�OVAC EDWARD J. WIMMER 3-24-21 MarCh 24 2021 DATE �" EROSION CONTROL PLAN FOR: f� t��f ]�]�� J�% %% J�] v2611�OR TI •G SUNDI `♦VE APN: 264-262-34 14579—G LOCA SNCMU OF CLWC FOR FRE HMWT AYWE BHAif:I - N FILYAIIB@ I1Q56 OANYr NA48� SHEET 4 OF 4 0 00 CO N N 10-18-19, rev. 3-25-20, 10-07-20, 1-7-21 LDEV-0013146-2020