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2019-14329 G-LDEV-011906-2019 (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBUC 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 OMER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY UNES. 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. GENERALNOTES 2. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WTHIN PUBUC 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 UCENSED 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 OE -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. 10. PRIOR TO HAUUNG 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 NTH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/DR FINAL RELEASE OF SECURITY, AN °AS GRADED CERTIFICATION° SHALL BE PROVIDED STATING °THE GRADING UNDER PERMIT NO. 14329-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH 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. NTH AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSBIUTY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE MIN 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 NTH THE GRADING ORDINANCE. DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH 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 RE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WTHIN CITY STREET FdGHT-OF-WAY, ON CITY PROPERTY, OR WTHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWSE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR MTHIN THE CITY THE 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 APPRO D IMPROVEMENTS ARE IN CONVICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST HISTORIAN NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5. IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACTIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT VIPAN GUPTA AT (8581 736-1055. 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 151. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FAOU ATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WTUOUT 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 REMO D 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/TMP FACIUTIES AND/OR TO TURF OR LANDSCAPED AREAS NTH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL PERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACUTY AND/OR THE TURFAANDSCAPED 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/8MP. 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 REWIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. F A LEUCADIA WASTEWATER DISTRICT NOTES: SEE SHEET 2 OWNERS OF SAID UPUTIES OR STRUCTURES PRIOR TO ANY AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LWD - (760)-753-0155 B. GAS & ELECTRIC - SDC&E - (760-438-6200 O WATER - SAN DIEWITO WATER DI ICT-1-800-227-26DO D. TELEPHONE - SBC BELL - (760)-489-3411 E. CABLE TV - COX COMMUNICATIONS-(760)-8D6-9BO9 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 WTHOUT BENEFIT OF INSPECTION WILLBESUBJECT TO REJECTION AND REMO AL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT FAQ ESTABUSH 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 UKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SUE ACCESS FT7BUMltTbA9TRI770N SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS Y CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES �FAWAP 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 ERMTOTT OROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALUNG 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. 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 PERMOUS 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. SAN DIEGUITO WATER DISTRICT NOTES: SEE SHEET 2 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH 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 NTH 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 RENEW 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 RESPONSIBIUTY 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 WTHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OFTHff-WffiK­_P_E_RrOfMED BY THE ENGINEER. SUITE 100 OWNER/APPLICANT S & L OIL, INC CONTACT: VIPAN GUPTA 865 ORPHEUS AVENUE ENCINITAS, CA 92024 PHONE (619) 709-1633 SITE ADDRESS: 865 ORPHEUS AVE. ENCINITAS, CA 92024 LEGAL DESCRIPTION: LOT 12 AND PORTIONS OF LOTS 11, 1 AND 2 IN BLOCK 2 OF MAP 1791 L(zGAL Dk9CRIFj)TION: APN 256-121-29 & 34 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON-SITE=_H_V GUT= 1,875 CY FILL= 11000 CY EXPORT= 875 CY REMEDIAL GRADING- 2,000t CY NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATD ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). LOT AREA 0.83 AC (36,332 SF) DISTURBED AREA 0.37 AC (16,330 SF) IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 24,648 SF IMPERVIOUS AREA AFTER CONSTRUCTION: 21,776 SF TOTAL PROPOSED, NEWLY CREATED AND/OR REPLACED IMPERVIOUS AREA lZ922 SF LEGEND SEE SHEET 2 OWNER'S CERTIFICATE 9 NMAD 5T SITE LEUCADIA Blw � HA �a VICINITY MAP NOT TO SCALE THOMAS GUIDE PAGE 1147, B4 I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR TILL 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 CITYS 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 PROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: 5/12/20 S &JL OIL, INC DATE BY: VIPAN GUPTA Sy vR°ccss,p� SIGNED: .p���1WR+(f'% RCE NO.: 25241: CEO NO.: 0495 W a ,� �, m, 1 , EXP. DATE: 72/31/21 {4 � r` s} .9 mvl� P O O JOB /: 14 6490 rF a ai,F� C.W. LA MONTE COMPANY INC. 7480 EL CAJON BLVD, SUITE 200, LA MESA CA 91942 TELEPHONE (619) 462-9861 FAX (619) 462-9859 DATE: 5/12/20 ID SHEETINDEX DESCRIPTION SHEET TITLE SHEET...................................1 NOTES, SECTIONS & DETAILS......2PRECISE GRADING PLAN..............3POST CONSTRUCTION BMP..........4 EROSION CONTROL PLAN.............5 WALL PLAN. ....... -6-9 DIGALERT CALL BEFORE YOU DIG 1-800-227-2600 48 HOURS NOTICE REQUIRED O I BMP PROJECT STATUS I PRIORITY DEVELOPMENT PROJECT. NOT HMP EXEMPT PRIORITY STORMWATER TREATMENT FACIUTIES TO BE MAINTAINED BY S & L OIL INC IN ACCORDANCE NTH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES° RECORDED ON AS DOC. / _ NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO�PUBLIC RESOURCES CODE 5097.98. IF SUCH A LEUCADIA WASTEWATER DISTRICT DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF PUBLIC SEWER SYSTEM APPROVAL THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/ORCEO,, K& S ENGINEERING, INC. PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT THE TCA NATIVE AMERICAN MONITOR)), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS Planning Engineering Surveying APPROVED BY: LWD DISTRICT ENGINEER FURTHER DEFINED BY STATE LAW, TAE CORONER WOULD DETERMINE MTIHIN TWO WORKING DAYS OF BEING NOTIFIED IF n9 9 Y g APPROVED THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE APPROVED AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC WTHIN 24 HOURS THE C33692 05/28/2020 5/28/2020 , jkanlund NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AME�ICAN REMAINS ARE 5/19/2020, colson DISCOVERED, THE REMAINS SHALL BE KEPT INSIN(1N PLACEq, OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO 7801 Mission Center Court, Salle IOU Son Diego, CA 92108 DEXTER S. WILSON RCE DATE JOiuviAr�r'O(r S-ZI-ZO PLANNING +4n.nzttPiSaM,LL S-ZO-ZO SAN DIEGUITO WATER KR.YYv'Bertwwet 5-20-20 WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE (619) 296-5565 Fax: (619) 296-5564 DEXTER WILSON ENGINEERING, INC. EXP.: 6-30-22 SIGN DAZE SIGN DATE SIGN DATE SIGN DISTRICT DATE SIGN DATE TCA NATIVE AMERICAN MONITOR. DUDEK SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 AS -BUILT 3-25-21 DESCRIPTION:2° BRASS DISC TNT D PLANS NDER SKS UPERVISION OF RECO ENDED: APPROVED: GRADING PLAN FOR: 865 ORPHEUS AVENUE ENCINITAS, CA LOCATION:IN SIDEWALK IN THE SOUTHEAST 3/W/2t PUBLIC S DATE: 5 12 2O �J may„;,,. QUADRANT LEUCADIA BLVD AND ORPHEUS AVENUE H DATE S&L OIL, INC. 14329-G PLANNING 5 NowAK mwARD J. SUMMER APN: 256-121-29 & 34 37' EASTERLY QU TRAFFIC SIGNAL R.C.E. NO.: 43235 RECORD FROM: SD. CO./CITY OF ENCINITAS PT 3-25-21 REM 6 1 20 NO. 1024 ELEVATION: 178.543 DATUM: UAwaB SENIOR NEER DATE ECTOR HOS EXP.: 3-31-22 RAW PLANNING CASE NO: 17-230 MUP/DR/CDP SHEET 1 OF 9 `_J LDEV-011906-2019 STANDARD SEWER LATERAL NOTES FOR MINOR GRADING PLANS AND STAND-ALONE LATERAL PLANS 1. LWD APPROVAL OF THESE PLANS DOES NOT REUEVE THE APPLICANT, LOUD APPROVAL OF THESE PLANS DOES NOT REUEVE THE APPUCANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWNGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. EX SIDEWAL( & OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WTHOUT EXCEPTION. B GUITEDER 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5, THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A - - - - - PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LOUD PRIOR TO CONSTRUCTION. 7. APPROVAL OF THIS PLAN BY LOUD DOES NOT CONSTITUTE A APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A PA REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE UNITS OF THIS PROJECT. B3.D W 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE 1 LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES 7 SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LOUD ON THE PLANS. 11. A 2-INCH HIGH 'I SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 12. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. EX GRADE _ EL 177.0 13. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE ; APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LOUD. AIR TEST SHALL BE DONE AFTER \ CONSTRUCTION OF ALL OTHER UTILITIES AND UTIUTY LATERALS. \ 14. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LOUD INSPECTOR PRIOR TO \ BACKFlLL 15. ALL NEW CONNECTIONS TO XISTING SEWER SHALL BE MADE TO EXISTING WYES OR SHALL BE MADE BY INSTAWNG NEW MANUFACTURED WYES. FOR INSTAWNG NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. GASKETED PVC SADDLE WYES MAY BE USED FOR EXISTING SEWER MAINS 12-INCHES AND LARGER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S-32. 16. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8-INCH DIAMETER CONTRACTOR SHALL CUT IN A NEW WYE PER ABOVE OR MAY USE A SUITABLY SIZED SEWER SADDLE WYE PER DWG. S-32. 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXSTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY-PASSED. A BY-PASS PLAN IN ACCORDANCE WITH LWD STANDARD DRAWING S-32 MUST BE REVIEWED AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO INSTAWNG THE TEMPORARY PLUG. 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BONG REPAIRED. PVC SEWER REPAIR COUPUNGS SHALL BE RUBBER GASKETED WITH NO CENTER PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPUNG(S). THE REPAIR COUPLING SHALL BE SUPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPUNG SUPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR GOUPUNGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO ME -IN TO EXISTING VCP. FOR CONNECTOR OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC A FERNCO SERIES 5000 GOUPUNG OR APPROVED EQUAL SHALL BE USED. 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME UMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED RENEW AND APPROVAL ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LOUD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 21. CONTRACTOR SHALL BE AWARE THAT LOUD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBUC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR WILL ENSURE THAT ACCESS TO ME FACILITIES IS MAINTAINED AT ALL TIMES (WRING CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LOUD FACILITIES. 22. CONTRACTOR SHALL TARE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT CAD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACUTIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF THE LWD ENGINEER AT NO COST TO LOUD INCLUDING INSPECTION AND ANY BYPASSING REWIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPUCABLE LOUD STANDARD SPECIFICATIONS AND DRAWNGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR. 23. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO UND FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN-UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. 24. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SENOR FACIU ES. 25. CONTRACTOR SHALL NOTIFY LND 48 HOURS PRIOR TO EXCAVATION CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED. K & S ENGINEERING, INC. �opNo.Es, Planning. Engineering. Surveying o - ,/�i 7801 Mission Coder Court, Suite 100 San Diego, CA 921DO (619) 296-5565 Fax: (619) 296-5564 CHANGE NO. DESCRIPTION APPROVED - PROPOSED 0' CURB PROPOSED M RET WALLID 24'x24' CATCH BASIN PROPOSED RIPRAP 170.25TG PROPOSED WHEEL STOP - PER SDRSD C-03 TYPE 3 N0.3 BACKING T=0.6' 170.251E 24 17025 h iFL PROPOSED BIORElENTION BASIN � -{ 1 a 172.75FG PROPOSED Tv 1n SEE SHEET 4 ASPHALT PAVEMENT T N ------ - 170.25 ------------------ 12" PVC STORM DRAIN PIPE X UNCOMPACTED J CONNECT TO RIP RAP PERVIOUS SOIL EXIST LANDSCAPE �1 SECTION NOT TO SCALE PROPOSED RETAINING 5 WALL SEE SHEET 6-9 SIGN SHOWN FOR ILLUSTRATION PURPOSES ONLY TMONUMINT c 23'fTING MONUMENT SIGN DATION TO REMAIN AND TEMPORARY CUT. SEE LETTER OF ECTED IN PLACE. PERMISSION TO GRADE BY AHMAD 8' MASHAYEKHAN DATED 1/8/2020 EXIST GRADE PROPOSED 0" CURB 10F5PROPOSED NHEEL STOP FOODMART 6'cuee \ FFE 178.00 & GUTTER�j _-_- 17&OFG 24' H ..172.7SFG- _ _ < PROPOSED CONCRETE SWALE ASPHALT PAVEMENT TO CATCH BASIN SEE SHEET 4 PROPOSED RIPRAP N0.3 BACKING T=0.6' EX UNCOMPACTED - / G \ SECTION -� PERVIOUS SOIL NOT TO SCALE RAIING N WALL B SECTION NOT TO SCALE 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). QRENEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE AACCCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTIUTY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. FEET (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 THOR 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 STAN ARD AT THE OWNER'S EXPENSE. (5) UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLEUNG WATER SERVICES (6T MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS (7T ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER MEETERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. ( CAUFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CC STRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPUANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS (9T ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE 'NTH WC-17 OR WC-18. PROPOSED C CURB & GUTTER PER SDRSD G-2 EX SIDEWALK EX CURB EX LANOSCAP & GUTTER �D 1 SECTION NOT TO SCALE SEWER LATERAL DATA STREET LATERAL DEPTH SEG. LOT STATION OF INVERT LENGTH DROP TO ELEV. LATERAL GROUND BELOW FLOOR UPSTREAM BACKWATER REMARKS NO. NO. LATERAL AT MAIN OF MAIN AT PL SLOPX ELEV. PL ELM MH RIM VALVE AT MAIN IE LATERAL HE AT PL PL TO HE FT. ELEV. ELEV. 1 12 10+45.40 1 163.60 1 42' 1.2' 1 167.00 1 5.5 173.45 6.45 178.00 180.21 YES 6' SDR 35 DATE I BENCHMARK EASTERLY OF TRAFFIC SIGNAL ORD FROM: SO. C0./CITY OF ENCINITAS PT 1024 ELEVATION: 178.543 DATUM: NAVD88 AS -BUILT APPROVALS 3r10/21 PuBUC�w DATE PLANNING DATE DATE: 5 12 20 R.C.E. NO.: 43235 EXP.: 3-31-22 . 39.50' r , I 30 9.50' IEx AC PAVEMENT r I{ EX CURB & GUTTER EXSIDEWALK X LANDSCAPE TYPICAL STREET SECTION ORPHEUS AVE ENGINEERING DIVISION APPROVALS EDWAIRD J. MMMER PER PLAN LEGEND PROPOSEDIMPROVEMENTS IMPROVEMENT STANDARD DNS. SYMBOL BOUNDARY - ACCESS RIGHT REUNOUISHED POP - DOC 11999-0146306 REC 3/8 1999 CONTOUR - 175 CONCRETE SWALE - 0 18'1 CATCH BASIN BROOKS OR ED. STORM DRAIN 12' PVC PIPE - BIORETENTION (INF-2) (SEE SHEET 4) MASONRY WALL PER BLDG PLAN - PROPOSED GRADE - 176.40 FL PERFORATED 4' PVC PIPE - AC PAVEMENT PER SOIL ENGINEERS RECOMMENDATION 0 1=4.5-3"AC/4'AB, TI=7"4"AC/7'AB CONCRETE PAVEMENT 6" THICK OR - OR PER SOIL ENGR RECOMMENDATION RIP RAP ENERGY DISSIPATER SDRSD D-40 SEWER LATERAL LWD S-17,S-25, 5-32 (TYPE II)�.1 ti 1 TRENCH RESURFACING TRENCH RESURFACING STD. AIL DRIVEWAY 3YPE-A SDRSD G11 26 RETAINING WALL PER SDRSD C-03 TYPE 3 UNLESS NOTED OTHERWISE EXISTING SURVEY MONUMENT ■ SAWCUT LINE - - - - - - - SIDEWALK SDRSD G-7 CURB RAMP TYPE A SDRSD G-27 PAVEMENT DESIGN (SCHEDULE "J") SDRSD SDG-113 AREA LIGHT _ BACKFLOW PREVENTER - PA PROPOSED MASONRY , WALL SEE SHEET 6-9 EX GROUND / X BERM TO REPLACED WITH 6' CONC CURB AND GUTTER TYPE H �1 SECTION NOT TO SCALE RIBBON GUTTER NOT TO SCALE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N SECTIONS & DETAILS FOR: 865 ORPHEUS AVENUE ENCINITAS, CA S&L OIL, INC. 14329-G APN: 256-121-29 & 34 PLANNING CASE NO: 17-230 MUP/DR/CDP SHEET 2 OF 9 `_J LDEV-011906-2019 00 EASEMENT NOTES s OA EASEMENT GRANTED TO SAN DIEGUITO IRRIGATION n I I tx DISTRICT FOR PUBLIC UTILITIES, INGRESS AND I v EGRESS REC 3-28-1962 AS F/P 1962-52241 O.R. 17 QB EASEMENT TO THE CITY OF ENCINITAS FOR I I PERMANENT SLOPE REC 3-8-1999 AS F/P 7 1999-0146306 O.R. I iP2a © EASEMENT TO THE COUNTY OF SAN DIEGO FOR I IXrRyFK'ttxu HIGHWAY PURPOSES REC 2 11 1969 AS F/P i m' 1969 25460 O.R. D're mWWV NON-PLOTTABLE EASEMENTS i jn ml EASEMENT FOR INSTALLATION, MAINTENENCE OF ; UTILITIES REC 12-30-1933 IN BOO( 253, PAGE 111. i 1n6n THE LOCATION OF THE EASEMENT CANNOT BE I Iry DETERMINED FROM RECORD INFORMATION. SPECIAL NOTES I� 26 11+50.92 �26' Qµry 1.- ALL STREET SIGNS, LIGHTS, LAMPS, ETC. AND ANY T PER G-26 176.39R PORTION OF THE EXISTING SIDEWALK, DRIVEWAY APRONS OR ANY OTHER PUBLIC IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED (TO THE NEXT JOINT) TO THE SATISFACTION OF THE CITY ENGINEER. 9 2. THE EXISTING SURVEY MONUMENTS SHOWN ON THIS 13 29 SHEET SHALL BE PROTECTED IN PLACE. IF ANY I MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE I ' IX. Mulx'm� 1158 REPLACED BY A UCENSED LAND SURVEYOR AND A 49WtlAWAIEltCA1mY ilsZeic CORNER RECORD SHALL BE FILED WITH THE COUNTY AND SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT I O lj6 PRIOR TO RELEASE OF SECURITIES. A SEPARATE p _ MONUMENTATON BOND MAY BE REQUIRED AT THE I I ET re I' DISCRETION OF THE CITY ENGINEER. 3. ALL PROPOSED UTUTIES 'WITHIN THE PROJECT SHALL IXIOU III BE INSTALLED UNDERGROUND INCLUDING EXISTING I UTILITIES. - 4.- BMP'S ARE TO BE PRIVATELY MAINTAINED AND THE FACIUTIES NOT MODIFIED OR REMOVED WITHOUT A PERMIT I + th FROM THE CITY.e I 5.- ANY PUBLIC IMPROVEMENT DAMAGE DURING I D CONSTRUCTION SHALL BE REPAIRED OR REMOVED AND I REPLACE TO THE SATISFACTION OF ENGINEERING INSPECTOR. �gl 2 6.- CONTRACTOR TO OBTAIN SEPARATE RIGHT OF WAY g a LLI CONSTRUCTION PERMIT, TRAFFIC CONTROL PLAN FOR bl WORT( IN THE RIGHT OF WAY AND HAUL ROUTE PERMIT. I B L z 7.- CITY OF ENCINITAS HAS NOT RENEWED PLAN FOR L U w ADA OOMPUANCE AND ASSUMES NO RESPONSIBILITY FOR PROPOSED DESIGN. I Q � 25 Ind i � = tart I IZ (11]91M1i. I p 1 I i N I 29 3 26 10+6245'17 DWY 3 PER C-28 173.32Ry¢� � I pY H I W a 169.03 IE WTR 1652 IE SOUR LAT 10+45.40 1 1 7 8" MAIN 29 178.69FL - VWC K& txaweaimxW \ \ % ua®e anax `�!F" t� \ LEUCADIA BLVD ���\ CONSTRUCTION NOTES '�1 CONSTRUCT TRENCH RESURFACING PER CITY OF SO SDG-107&108 'Rurt� xIP f O*' T\ ° O CONSTRUCT RIP RAP ENERGY DISSIPATER, PER SDRSD D-40 7.92 25 (X - - ROCK CLASS NO. 2 BACKING ^. �mA9MIY 8 21 rxalry d.t,RMI/ \ Ig IXre N89 2705"W 86 00 21 mOMbly 177 - O3 CONSTRUCT 3 WIDE CONCRETE RIBBON GUTTER SEE SHEET 2 ^6 , ® CONSTRUCT 24°X2e CATCH BASIN BY BROOKS OR EQ. IXWM18 d 2 r +-. �. IX mm1P uw remmYw IXf.1(MA4S EXISTING WASTE OIL TANK TO BE REMOVED PER DEH STANDARDS 35 IXYG1 AN - LF4vRJ - �' / �� x� N� © REMOVE EXISTING AC BERM t,P wore . .� 9 \ az. y, 0 3p, �e -.-_ mIX'��kA�6t� 2g58.63' IXawv ux rtaE O7 SAWIXIT LINE ���£xM�" �w 34 \ SfA'mffILW 1 o xuaw / m 178.37 O 17910 1 \ \ °'4✓r,y �J QB CONSTRUCT 6" CURB & GUTTER TYPE H PER SDRSD G 2 %�1V O9 CONSTRUCT AC PAVEMENT PER SOIL ENGINEER'S RECOMMENDATION I. 6 ,,,,WW W TRUCT RECOMMENDATION 177E750 crvAalw: wn d1`1' I ..� .... q+� RREMMOOVE W },s �(�� 110 COIN - .. STRUCTC64"CURB ANPCIC DMG GUTTER PER SDRSD GSOIL ENGR E 21 A A ENT 9.67% I - " �_- 4' 1 F53 _(}- IXy�u mWx - t76 - ._ .r �r,.,..�' Y �� 12 COVERED TRASH ENCLOSUREPERBUILDINGPLANS. % _ U _ 13 PROPOSED LANDSCAPE AND IRRIGATION PER BUILDING PLAN FS Iry00K - In> I 178.60T �� \ Cr ALL PER SDRSD G-03 TYPE 3 14 EXISTING OF HEALY TANK TO REMAIN 178.10FS 178,90TC ��� y s 15 CONSTRUCT MASONRY RETAINING W IXAE/W O1WR 7 rw I �34 17830'y� I>yg £ +.07177 4' 16 REMOVE EXISTING CATCH BASIN w 3 _ I S \ \ 17 CONSTRUCT 6" SEWER LATERAL O 2% MIN. 7 17 \ 18 CONSTRUCT 6° SEWER LATERAL PER LWO S-17, S-25 AND As. pArru rover KI \\ \ S-32 (TYPE II) m\ \14 \ 19 CONSTRUCT 6' HIGH FREE STANDING CMU FENCE WALL PER 176.56 �% £ / A SHEET 6 THRU 9 FS 01,IIG1X 2k: \REPLACE EXISTING CURB RAMP WITH NEW PER SDRSD 77. G-27; TYPE A. WITH TRUNCATED DOME ��) \ ¢ y1 EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE. PREA "TER BACKROW I \\ SEE SPECIAL NOTE THIS SHEET _ SIZE. MATCH EXIST \ \ 2© CONSTRUCT 0" CURB 6"X16" 177.98 BP \ £ _ 2 INSTALL RIPRAP N0.3 BACKING T-0.60' (^ry pyRt) 1--- W_-TX� I FS BP _ REMOVE SOIL AND DEBRIS FROM STREET FLOW LINE TO + --_- 'T' 1765 W -- W �_ I REMOVE EXIST BACKFLOW OSA \\ PROVIDE POSITIVE DRAINAGE FLOW O.ro 16 r - - - W -z _ W A0� AND RELOCATE 178.15iC 1 \ �1 2© CONSTRUCT SIDEWALK PER SDRSD G-7 w 10 1ns5R /r1+65uF ��lll� ��_W - - - 177.60 - VV I VX11�63 26 CONSTRUCT DRIVEWAY PER SDRSD C7i4A 28 r 7 DISPENSER u[ucpr - __ _ I I d, \ \ £ e Q INSTALL 169LF"15" PVC STORM DRAIN PIPE O 0.65% 3 - -� RE V _ .� - APPROXIVATE� 1 \ 28 1 PT EXISTING WATER SERVICE TO REMAIN IX --- - REMEDIAL GRADINQ RE+ERTTo I \ 29 PAVEMENT DESIGN, PER SDG 113 (SCHEDULE "J"), AC GRIND F4 0v ♦ -�� o I I OE07EOWAIRPM \ AND OVERLAY BASED ON FIELD CONDITION. 1 �� \ 30 REMOVE EXISTING STORM DRAIN PIPE EXISTING BUILDING I REMOVE AND REPLACE MIN. i 31 EXISTING BUILDING TO BE REMOVED IX Mi HNO ( \ 0rxvnr�as[xsx - rro �I 1 (FFE 178.00) \\ \ Q CONSTRUCT RETAINING WALL PER SHEET 6 THRU 9 FOOD I . J \ /gin 3® RELOCATE EXISTING TRAFFIC LOOP AS NECESSARY l '. 1 - o __ -1 nz9oE5 OD MAR �M/ \ I - ®CONSTRUCT 6 CURB PER SDRSD G FFE 178.00 31 I £ 2 PAD 177.33 I \ ®EXISTING SURVEY MONUMENTS 10 �o + DESTROYED DURING CONSTRUCTION . 0 051v0C 11ita'Wt4m rosr� h I .f L �'' \ 9a/ � AND RESET PER CR 74.451� IXA.4YllLr 6 HN \\ \. 174.54 I 2 �'�. A' �- T1�a1 .�-.'. \ *�6: P O2X FS 10 i8l / OWN 174FS I ..'.' 1 1 13 - .1_. / // \\ \ "� { 0 5 10 20 30 AWCUT UN EI 1 I 1.434 \ \ \rt I 1 . / \ SCALE: 1" = 10' �� 'n I 10 1 K %i \ 2I o % FIL 1 1 _._ I \ \ SEWER CO 1 1 177.70TC IE=172.50 UNIT OF WING \\ re45 �-1• 77.50 177.23FL 33 OFS� \ M 3 w - m .23 PS 174.15R ea�E�s, I E nso also ii Jd - . s O w . 0 e 11 30 \ �_ 176 5 TC \ _ _ x oy�H zo�Po I I S - BIORETEN71ON-_2 2 174.25F5 22 S �X 17§.0 +uxiu 5 I I11 -1,2505 S.F. MIN. / m - s ., /J 3.pp''CCFF$$ \ SEE DETAIL SHEET4 - - - 22 t 4.& 17 7 TG. 4 174.25F5 _ _ 6 - 'I - ,'0.' z hq° °8 169.10FIL \\ \ b g {` _ --_ - 175.79T _- _ _ ____________ _____ _ I - -- -' L 4 L 6 11 1 5.29 176.60T c _ _ Y��� _ _ _ 17 .40E 6.MFL / \ ls['`$ e K&S ENGINEERING, INC. I - 3% E a 4eo+oo I u s� oar .-. 17. ��'�a„a \ £ Pkmig ngneeFiq . Slrveyng I za Y - - - - - - - -. - -_ L. � WATER TGHT�! 17 � OU BIOIREIENTON �. - 6 45R � l 2 e \ \ \ P tx valor ane - .CONNECTION 1730FG _ -1762 nion er te 100 Son (6119M1296-5565 ud, SuiFox: 619B1296-5564 / 170.0cc - --- --- - m"' - - ` 170 73.0T P,�6 1W.UTW FUTURE CASE N01D3-056 0 IBZ.DEG '`1,. c 9°29'os^w 2s5s5' w ni h nzsec G 1]zaTW CA 921DO R W 21 32173.07E 1]3.O1F po. 16 165.71E 166.3EG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS NA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 AS -BUILT 5 3-25-21 DESCRIPTON:20 BRASS DISC IN7 1 Db 9 PLANS NDER SUPERVISION OF RECO D: APPROVED: GRADING PLAN FOR: $65 ORPHEUS AVENUE ENCINITAS, CA LOCATON:IN SIDEWALK IN THE SOUTHEAST3/10/21 PUBLIC S DATE: 5 12 20 �i 7✓H-�-� QUADRANT LEUCADIA BLVD AND ORPHEUS AVENUE DAZE PLANNING S&L OIL, INC. 14329-G 37' EASTERLY OF . CO./CITY SIGNAL R.C.E. NO.: 43235 S OWAK EDWARD L WIMMER APN: 256-121-29 & 34 RECORD FROM: 5pCO./CITY OF ENCINITAS PT 3-25-21 REM NO. 1024 ELEVATION: 178.543 DATUM: NAw6B SENOR 6R EER DATE CTOR HOS I EXP.: 3-31-22 H' L • %a 6-1-20 PLANNING CASE NO: 17-230 MUP/DR/CDP SHEET 3 OF 9 0 CD 00 00 N LDEV-011906-2019 *24' ENGINEERING SOIL (24- DEEP) 50/HOUR MIN. PERCILATION RATE 6- GRAVEL (ASTM LU z LU Q LU a ir O DEEP ROOTED, DENSE, DROUGHT RETENTION AREA SHALL BE Al TOLERANT PLANTING SUITABLE LEVEL AND DEPRESSED A FOR WELL DRAINED SOIL APPROVED GRATE INLET MINIMUM OF 9' FROM THE 6' FREEBOARD SURROUNDING GRAD\ \ N PONDING J� **3' HARDWOOD MULCH PIPE NO LINER ON THE BOTTOM 15' PVC OVERFLOW PIPE TO RIP RAP *BIORETENTION 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24" DEEP 'SANDY LOAM' SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND, 20% COMPOST OR HARDWOOD MULCH, AND 15% TOPSOIL "MINIMUM 3' OF WELL -AGED SHREDDED HARD WOOD MULCH THAT HAS BEEN STOCKPILED OR STORED AT LEAST 12 MONTHS. BIORETENTION (INF-2) FACILITY NOT TO SCALE 7 � o M p4•x2M . . 17W&C.. . . . . . . . . . • • 170.251E' �6VFAFLDIFAPE- MP­ . BIORETENTION INF-2 . . . . 472.7-5 FG- ir250 SF. . . . . . . . . -~'° ....58" .......... ......... BIORETENTION (INF SCALE: 1' = 10' ® K & S ENGINEERING, INC. Planning . Engrleering . Surveying vv s-s,-a 7801 Minion Center Court, Suite 100 Son Diego, CA 921DO (619) 296-5565 Fax: (619) 296-5564 CHANGE NO. I DESCRIPTION APPROVED EX SIDEWALK 170.25 TF EX CURB A GUTRR J EXIST LANDSCAPE 24' MIN, ENGINEERED SOIL *SEE NOTE BELOW PVC LINER PER SOIL ENGINEER RECOMMENDATIONS 15 MIL STECO OR EQ ON SIDES ONLY DMA-2 UIVII-- I BIOFILTRATION SEE DETAIL THIS SHEET AI nT 1= - SPECIAL INSPECTION OF THE BMP FACILITIES BY A UCENSED CIVIL ENGINEER IN THE STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. PRIOR TO OBTAINING BUILDING OCCUPANCY, AN INSPECTION REPORT SHALL BE SUBMITTED PATH THE FINAL GRADING CERTIFICATION TO THE ENGINEERING DIVISION VERIFYING THE SIZE AND DEPTH OF THE EXCAVATION, GRAVEL AND ENGINEERED SOIL DEPTH AND MATERIAL, STORM DRAIN PIPE, OVERFLOW AND OVERALL FUNCTION OF THE FAOUTIES PER APPROVED GRADING PLAN. 24'x24' CATCH BASIN PROPOSED RIPRAP ANY RISER SEAMS TO BE WATER 173.75TG NO.3 BACKING T=0.6' PROOFED TO THE SATISFACTION 170.251E OF ENGINEERING INSPECTOR S j PROPOSED BIORETENTION BASIN E% UNCOMPACTED PERVIOUS SOIL. NO APPROXIMATE LOCATION UNER ON BOTTOM PERCOLATION TEST NO. P-2 DEPTH (FT)= 4' �q1 SECTION NOT TO SCALE LOT AREA DISTURBED AREA om AC 36,332 SF 0.37 AC 16,330 SF EXISTING PROPOSED IMPERVIOUS AREA IMPERVIOUS AREA 24,648 SF 21,776 SF 0 10 20 40 60 PERVIOUS AREA PERVIOUS AREA 11,684 SF 14,556 SF GRAPHIC SCALE: 1" = 20' 0' CURB DOSED WHEEL STOP 24' '- PROPOSED ASPHALT PAVEMENT— ____________ �12' PVC STORM DRAIN PIPE CONNECT TO RIP RAP DRAINAGE MANAGEMENT AREAS DMA SURFACE TOTAL TYPE OF STRUCTURAL BMP HARDSCAPE UNDSCAPE ROOF DMA-1 16,295 SF 5,076 SF 5,300 SF 26,671 SF BIORETENTION INF-2 DMA-2 181 SF - - 181 SF DIMINIMUS DMA-3 - 9,480 SF - 9,480 SF SELF -MITIGATING TOTAL 36,332 SF DATE BENCHMARK AS -BUILT APPROVALS i Ut�ikix�U or URRnn UMW LU or ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N 25-21 DESCRIPTION:2' BRASS DISC INT D PLANS NDER SUPERVISION OF RECOMMENDED: APPROVED: BMP PLAN FOR: $65 ORPHEUS AVENUE ENCINITAS, CA LOCA110N:IN SIDEWALK IN THE SOUTHEAST 3/10121 PUBLIC S DATE: 5 12 2a �J 2�/y„.;."� QUADRANT LEUCADIA BLVD AND ORPHEUS AVENUE H DATE S&L OIL, INC. 14329—G 37' EASTERLY OF TRAFFIC SIGNAL PLANNING R.C.E. NO.: 43235 RECORD FROM: SO. CO./CITY OF ENCINITAS PT 3-25-21 REW S IOwAK mwARD J. MMMQt APN: 256-121-29 & 34 NO. 1024 ELEVATION: 178.543 DATUM: NAVDBB SENIOR NE R GATE ECTOR HOS EXP.: 3-31-22 6' DATE nATF 1' ZP 6-1-20 PLANNING CASE NO: 17-230 MUP/DR/CDP SHEET 4 OF 9 Iml LDEV-011906-2019 DESILTING BASIN NOTE POTENTIAL SITE BMPs EROSION CONTROL LEGEND STABILIZED Not • • �� I 4 - N SANITARYIWASTE MANAGEMENT MANAGEMENT (CASQA WM-09) BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABIUZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL NOTE 1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A DRAINAGE SYSTEM. 2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY OF SUFFICIENT CAPACITY TO RETAIN UQUID AND SCUD WASTE SHALL BE 3. PROVIDED ON SITE. SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED, DRIED, PICKED UP AND DISPOSED OF PROPERLY. CONCRETE WASTE MANAGEMENT EC-1 SCHEDULING EC-2 PRESERVATION OF EXISTING VEGETATION EC-3 HYDRAUUC MULCH EC-4 HYDROSEEDING EC-5 SOIL BINDERS EC-7 GEOTE%TILES AND MATS EC-9 EARTH DIKES AND DRAINAGE SWALES EC-11 SLOPE DRAINS EC-15 SOIL PREPARATION/ROUGHEING WE-1 WIND EROSION CONTROL SE-1 SILT FENCE SE-5 FIBER ROLLS SE-6 GRAVEL BAG BERM SE-7 STREET SWEEPING AND VACUUMING SE-10 STORM DRAIN INLET PROTECTION TC-1 STABLIZED CONSTRUCTION ENTRANCE/DOT NS-1 WATER CONSERVATION PRACTICES NS-2 DEWATERING OPERATIONS NS-3 PAMNG AND GRINDING OPERARONS NS-6 ILUGT CONNECDON/bISCHARGE NS-7 POTABLE WATER/IRRIGATION NS-9 VEHICLE AND EQUIPMENT FUEUNG NS-10 VEHICLE AND EQUIPMENT MAINTENANCE NS-12 CONCRETE CURING WM-1 MATERIAL DELIVERY AND STORAGE WM-2 MATERIAL USE WM-3 STOCKPILE MANAGEMENT WM-4 SPILL PREVENTION AND CONTROL WM-5 SOLID WASTE MANAGEMENT WM-6 HAZARDOUS WASTE MANAGEMENT WM-7 CONTAMINATED SOIL MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT WM-9 SANITARY/SEPTIC WASTE MANAGEMENT WM-10 UQUID WASTE MANAGEMENT LLI Z LU Q L7 D LLI a rr O J Z �\ 7A f � \ zt >I SILT FENCE ---- (CASOASE-1) CHECK DAM (CASQA SE-4) DENOTES SILT FENCE PER CASQA SE-1 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER *CASQA TC-1. ® DENOTES CHECK DAM AND GRAVEL BAG STORM DRAIN INLET PROTECTION PER *CASQA SE-4 & SE-10. MATERIAL Y AND STORAGE PER •CASQA NM-01 USE PER MATERIAL USE PER *CASQA A-02 STOCKPILE MANAGEMENT PER *CASQA WM-03 SOLID WASTE MANAGEMENT PER *CASQA WM-05 CONCRETE WASTE MANAGEMENT PER *CASQA WM-08 ®SANITARY/SEPTIC WASTE MANAGEMENT PER *CASQA WM-09 • CASOA CALIFORNIA STORMWATER BMP HANDBOOK CONSTRUCTION 50' MIN. 1 r EXISTING ROAD -TTI-FF -=M-R-M-T-M-T-lrr" /l 8• MIN. UNLESS OTHERWISE SPECIFIEDDBYBY RA SOILS ENGINEER IMENT PROFILE EXISTING GROUND 50' MIN. 10' MIN. V� 16' MIN. EXISTING ROAD PLAN 1 0�PROWDE API / 10' MIN. BETWEEN ST 3/4• CRUSHED ROCK ENTRANCE I STABILIZED CONSTRUCTION ENTRANCE (CASQA TC-1) NOT TO SCALE GRAVEL BAGS I A (CASQA WM-8) (CASQA SE-10) J MATERIAL DELIVERY & STORAGE NOT TO SCALE SOLID WASTE MANAGEMENT (CASQA WM-01) (CASQA WM-05) MATERIAL USE EXIRA STRENGTH FILTER FABRIC CONCRETE WASTE MANAGEMENT (CASQA WM-02) CATCH BASIN PER GRADING PLANS NEEDED WITHOUT WARE MESH (CASQA WM-08) SUPPORT. STOCKPILE MANAGEMENT (CASQA WM-03 0 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO o 0 4 BY 4 IN (10 BY 10 CM) THE POSTS. STEEL OR SPILLWAY o TRENCH UPSLOPE FROM AND WOW POST TTACH FILTER FABRIC ALONG THE UNE OF POSTS. SECURELY TO UPSTREAM SIDE OF POST. GRAVEL FILLED GRAVEL BAGS ARE STACKED TIGHTLY / ROTE / A / /� ���� �oj— 1.-TIRE CONTRACTOR SHALL INSPECT AND REPAIR FENCE ��� AFTER EACH STORM EVENT PLAN VIEW � _// AND REMOVE SEDIMENT. POADING HEIGHT 2.-REMOVED SEDIMENT BE T WILL lNOT CONT AREA SPILLWAY � 4 IN (10 CM) THAT WILL NOT CONTRIBUTE TO 10' 3m MAXIMUM SPACING 'NTH SEDIMENT OFF -SITE AND CAN 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE WAR ORT FENCE BE PERMANENTLY STABIUZED. THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. 6' 1.8m MAXIMUM SPACING YATIIOUT INTO THE 1RENCH. VAR SU PORT FENCE. 3.-SILT FENCE SHALL BE PLACED 0 10 20 40 60 PVC PIPE ON SLOPE CONTOURS TO FACILITATE I MAXIMUM PONDING EFFICIENCY. GRAPHIC �h ��I �I�I GRAPHIC SCALE: 1" = 20' NOTES: ! FILTER FABRIC V1 1. GRAVEL BAGS, OF EITHER BURLAP OR WOVEN GEOTE%TILE GEOTEXTILE FABRIC, ARE FILLED WTH I GRAVEL, LAYERED AND PACKED TIWAREGHTLY. 2. LEAVE ONE GRAVEL BAGS GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. K&S ENGINEERING, INC. °"° Eir °°STORM DRAIN INLET PROTECTION SILT FENCE Planning . Elgrleeriq . 9Llrvayig s IXPo} y (CASQA SE-10) (CASQA SE-1) 7801 Mission Center Court, Suite 100 San Diego, CA 921DO �•�, •w,� PA NOT TO SCALE NOT TO SCALE (619) 296-5565 Fax: (619) 296-5564 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALSNA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 AS -BUILT 3-25-21 DESCRIPTION:2• BRASS DISC INT D PLANS NDER SUPERVISION OF REGOM D APPROVED: EROSION CONTROL PLAN FOR: LOCATIOWIN SIDEWALK IN THE SOUTHEAST 3/10/21 PUBUc B DATE: 5 12 20 pq ?.,�y„;,.._,_ 865 ORPHEUS AVENUE ENCINITAS, CA 14329-G QUADRANT LEUCADIA BLVD AND ORPHEUS AVENUE DAIS PLANNING /J 37' EASTERLY OF TRAFFIC SIGNAL R.C.E. NO.: 43235 S&L OIL, INC. RECORD FROM: SO. CO./CITY OF ENCINITAS PT 3-25-21 REM S VAK mWA1- J. MMMER APN: 256-121-29 & 34 No. 1024 ELEVATION: 178.543 DATUM: NA1D8& SENIOR EER DAIS CTOR HOS E%P.: 3-31-22 - DATE DATE I- 6-1-20 PLANNING CASE NO: 17-230 MUP/DR/CDP SHEET 5 OF 9 LDEV-011906-2019 GENERAL NOTES: 6ENB2AL: I. THE CONTRACTOR SHALL VERIFY DIMENSIONS ELEVATIONS AND CONDITIONS AT THE JOB SITE BEFORE STMTIN6 YIORK, AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 2. THE CONTRACTOR SHALL RESOLVE CONFLICTS ON THE RAMS WITH THE ARCHITECT EEFORE PRCKEEDIN6 WITH LONSTRLLTION. 5. UNLESS OTIERWISE SHOMM M NOTED ELSEAMI ON THE FLANS, TYPICAL DETAILS AND 6EG-13AL NOTE5 APPLY TO ALL PARTS OF THE JOB, 4. YdIERE NO 00145TRLGTION DETAILS ARE 5HOW4 M NOTED FOR ANY PART OF THE WORK, SKM DETAILS SHALL BE THE SANG AS FOR SIMILAR WORK SHOMM ON THE DRAWINGS. 5. NOTES AND DETAILS ON TIE 0124W060 SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND THE TYPICAL DETAILS. 6. THE STRULTLRAL ORANN65 SHOW ONLY THE BASIC STRUCTURAL REOIIREMENS. REFER TO CIVIL, ARCHITECTWRAL, MECHANICAL, FLM61N6 AND ELECTRICAL DRAML IN65 FOR NON4iTR1ACTLRAL ITEMS SUCH AS OFENIN65, BLOCK OITS POCKETS. INSERTS, EMBEDDED ITEMS, W.IPMENT ANCHORAGE, ETC. 7. DIMENSIONS LOCATION AND SIZES OF OPENINGS IN FLOORS, ROOFS AND WALLS SHALL EE VERIFIED WITH ARLNITEGTURN., MECHANICAL AND ELEGTWLAL DRAWIMS UNLESS SPECIFICALLY DETAILED, REFER TO TYPICAL DETAILS FOR SPECIAL FRAMING AND/CR REINF4R41N5 lizaA tEMBNTS AROMD ORMING5. 8. IN NO LASE SMALL WORKING DIM MION5 BE SCALED FROM PLANS, SECTIONS OR DETAILS ON TIES STWKTRAL ORAWINSS. 4. CONTRACTOR SHALL VERIFY AND DETERMINE LOCATION OF ALL EA5TIN6 UTILITIES AND SHALL NOT PERFORM ANY MHVRK THAT WILL OAMASE EXISTING UTILITIES. IO. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL AND LOCAL SAFETY RE01UIftEMENS. II. THE wNrtS TXE. MLVS DRAWINI65 AND IAT,THEYSPECIFICATIONS REPRESENT THE FINISHED STRIILTI.RE, UNLESS HE G i4 (TOR 51ED P DO NOT MEATS II THE METHOD OF CONSTRIKTON. THE LNTRACTLR SHALL PROVIDE ALL SONSLRF5 NECESSARY TO PROTECT THE l SHALL I CLUDE,RS, AND OTTER PERSONS DUitINb CONSTRLCTION. SUCH MEA msrii SHALL INCLUDE BUT NOT BE LIMITED TO, BRACING, OR THE FOR CONSTRUCTION EOIIPN FOI SHORING FOR THE FTTF M SHORING FOR THE EARTH BANKS: m cill SLAFFOD &IIN PLUM ST SAFETY NETS, SUPPORT AND BRALINS FOR CRIMES AND GIN POLES, ETC. THE FM ALTOR SHALL SIPERVISE AND DIRECT THE WORK AND HE SHALL BE 50LEY RESPONSIBLE FOR ALL OBSE 4TION MEANS METHODS TBY THE HITECT OR AND PROCEDURES, OBSERVATION INSPECTION F THE SITE E I THE ARCHITECT 042 THE ENGINEER SHALL NOT INCLUDE MA IERIAL AN OF THE ABOVE ITEMS. 12. ALL MATERIALS AND DS AND TO THE SHALL CA PERFORMED IN ACCORDANCE WITH LOCAL STANDARDS AND IN THE APPLICABLE PROVI510N5 OF THE LATEST EDITION OF THE UNIFORM BUILDING CODE. REINFORCING STEEL (CONCRETE 4 MASONRY). I. BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL MELDED BARS TO MEET A5TM A106 REGNIRE ZSTS. 2. MELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM AIEE. 5. LAP AT BAR SPICES SHALL BE 40 BAR DIAMETER IN MAONRY OR 2'-0" MINIMUM UNLESS OTERWlw NOTED. LAP OR MELDED WIRE FABRIC AT SPLICES SHALL NOT BE LESS THAN 8". 4. BAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROV1510M OF 'SAR SLPPORT SPECIFICATION Mm 5TANDARD NOMENCLATURE" AS CONTAINED IN THE LATEST EDITION OF MAN A OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY 01151. 5. REINFORLIN6 STEEL MENDING TO COMPLY WTH A V LUAU 6. ALL MASONRY OR CONCRETE WALL5 AND COLUMNS SMALL BE DOMELED TO SUPPORTING FOOTIN55, BEAMS M PADS WITH 5AR5 OF THE SAME SIZE AND 51"AGINS AS VERTICAL BARS IN THE WALLS AND wLMMS U.O.N. 1. SPLICE CONTINAOUS REINFORCEMENT POR CONTINIOU3 6111ADE BEAMS M F40TIN65 AT CENTER OF ANY SPAN FOR TOP BARS AND AT CENTER OF ANY SUPPORT FOR BOTTOM BARS. 8. ALL REINFORCING BAR BENDS TO BE MADE COLD. 9. REINFORCING STEEL SINCE HAVE THE FdLOWING LOVEIRAGE, WITH BARS PALED AS PEAR TO THE CONCRETE SLRFACE AS THE SPECIFIED COVERAGE PERMITS, UNLESS NOTED OTHERWISE: CONCRETE PLACED AGAINST EARTH 5" FORMED CONCRETE IN CONTACT WITH EARTH 2" EXTERIOR FACE OF WALL 2" OTHER WALL FACES MO EARTH CONTACT) I" BEAMS Iln" SLABS (TYPICAL) I" SLAB 51R0=ACE5 SEPPORTIN6 EARTH I In" 10. ALL REINFORCIHIS STEEL LAP SPLICES LENGTH SHALL BE OLASS B CONFORMING TO THE TABLE I ON THIS SHEET, UNLESS NOTED OTER4I5E ON DIM16N VRAWIM5 CONCRETE BLOCK MASONRY: I. CONCRETE BLOCK MASONRY UNITS SHALL M TYPE I MEDIUM( MEI&HT UNITS. L24FLW11NS TO A5TM L40 AND TO THE FROJELT SPECIFICATIONS. N5H•15C0 F51) 2. 6FOUT SHALL HAVE A MINIMM 2B DAY LOMR2E`AIVE STRENSTH OF 2000 PSI AND SHALL CONSIST OF THE roLLONIN5 Vg1P 14 PROPORTIONS: I PART PORTLAND CEMENT 2 PARS PEA GRAVEL 5 PARS SAND SIKA GROUT AID II PER MANUFK.T.RERS FEGOMIMENDATIONG. 5. MORTER SHALL SE TYPE 5 AND SMALL HAVE A MINIM,M 2B DAY COMPRESSIVE STRENGTH (,BOO PS AND SNAIL HAVE THE FO.LOWIN& VOLMETRIL PROPORTIONS (MAXJ FEA ASTM-L270. I PART FORTLAND CEMENT I/2 PART HYDRATED LIME 4 I/2 PARS SAND 4. THICKNESS OF MASONRY BED JOINT SHALL BE SM" MINIMUM AND I" MA.XIFMI. 5. VERTICAL BARS IN WALL5 ARE TO M PLACED IN CENTER OF WALL MI-ES5 OT1&R- MUSE 51401,41N. U5E RILL M164T VERTICAL WINFOR( INS BMFi MUTNLUT SPICES MLESS NOTED OTHERWISE. 6. VERTICAL BARS IN MASpMRY ARE TO W TIM OR OINEtWISE FIXED IN POSITION AT INTERVALS OF NOT LESS THAN 1P2 VIA AND AT TOP AND BOTTOM. T. ALL CELLS CONTAINING REINFO1lILIN6 M ANCHOR BOLTS SHALL BE GRONED SOLID. YWB:I MALLS ARE SHOHW TO EE SOLID 6RLVTEO, ALL CELLS ENALL M FILLED MOTH 6RLUT. SOLID 6RLUT WALLS BELOW &BADE. 5. TYPICAL CC IM` SHALL U5E OPEN END UNITS, BOND ♦$AM CO.R^E5 SHALL tB OOLBLE OPEN END WHO BEAM ARTS. 4. HORIZONTAL REINFORCEMENT SMALL BE PLACED IN BOND BEAM UNITS. 10. HIGH LIFT AND LOW LIFT 6R [N6 REOIIREMffiNT5 SMALL CONFORM TO SECTION 21 OF MIFLWI WILDING CODE. II. CONSOLIDATE AND WE N50LIDATE 6RdJT WITH A MECHANICAL VIBRATOR HAMNS A 5/4" HEAD AND OPERATINS AT SOOO RPM SUBMIER6ED. 12. WEN 61:10VTI46 IS STOPPED FOR ONE HOER M LOW0114 HORZONTAL CONSTRWTON JOINS SHALL BE FORMED BY STOPPING THE POUR OF GROUT 1-1/2 INCHES BELOW THE TOP OF THE LPfERWYT UNIT. 15. CLEANOUT OPENINSS SHALL BE PROVIDED FOR ALL GROUT LIFE W41C1H ARE MORE THAN 5b" IN HEIGHT. 14. A MINIMUM I" &RCM SHALL 5E FFOVIDED � WILTS AND MASONRY FACE S IL S. 15. ALL PIPES M COKPUITS PA%INb TIIROKH MASONRY SHALL BE SLEEVED. SLEEVES SHALL NOT M CENTERED CLOSER THAN 4 PIAMETERa. NO PIPES OR SLEEVES SHALL BE EMBEDDED HORIZONTALLY. 16. ALL HORIZONTAL BARS MUST HAVE A 100° HOOK AT WALL ENDS ARO.MD A VERTICAL BAR. CHANGE I DESCRIPTION I APPROVED I DATE I BENCHMARK I AS -BUILT CRIPTION2' BRASS DISC ATIONAN SIDEWALK IN THE SOUTHEAST :DRANT LEUCADIA BLVD AND ORPHEUS NUE 3T EASTERLY OF TRAFFIC SIGNAL ORD FROM: SO. CO./CITY OF ENCINITAS PT 1024 ELEVATION: 178.543 DATUM: NAVD88 3/10/21 PUBUC W DATE PLANNING DATE L CONCRETE MINIMUM ULTIMATE COMPRESSIVE 5TRENl TH IN 2B DAYS SHALL BE A5 FOLLOWS (SEE PLAN FOR SPECIAL INSPECTION 114 M)IREMENS) FOUNDATIONS FL = 54'OO P51 (RE6. WTJ 5LAB5 ON GRADE Pc • 5)000 FBI (RE6. WTJ 0D_JMN5 AND NALLS f'c = P51 (RE6. WTJ ELEVATED 5LAE6 AND SEAMS f'c = P51 (ASS. WTJ 2. ALL REINFORGIHS STEEL, ANCHOR BOLTS, DOM I-5, AND INSERTS SHALL M WELL SE01AIM IN POSITION PRIOR TO PACING CONCRETE. 5. REFER TO DETAILS ON ARCNITELTUR4, MELIIMHICAL 4 ELECTRICAL VRAWINI6 FOR MOULDS OWiAMEN(S GROOVES, CLIFE, 61liCt ETC. TO BE LAST IN CONCRETE. 4. NO PIFES OR DUCTS SHALL W PLA4FD IN CONCRETE WALLS OR SLABS UNLESS SPECIFICALLY DETAILED. SLEEVE ALL FLUMBIN6 OPENIN65 IN WALLS AND SLABS WITH A NON-CORR051VE SLEEVE. 5. UNLESS Sell OTERWISE IN DETAILS, FIAINISH NO. 5 SPACER TIES AT APPROX- IMATELY 2'b" O.C. IN ALL BEAMS AND FOOTN65 TO KEEP REINFCRLIN6 IN RAGE. 6. CONSTRUCTION JOINTS OTER THAN THOSE SHOMM ON THESE VDRANIN55, SMALL HAVE MITTEN APPROVAL OF THE! 5TRUCN ETGINB-R BEFORE 5TARTIN6 YIORK. 1. WERE ROUGHENED SURFACES ARE GALLED FOR AT CONSTRUCTION JOINTS, PROVIDE A CLEAN, 114X6SMNEV SERFAGE HAVING A MINIMUM SADFACE ROSXNE55 AMP ITDE OF I/4". S. NO BRICK Oft PORGY MATERIAL SMALL BE USED TO SUPPORT FOOTING REINFORCE- MENT OFF THE 6ROMD. 5TAKE5 ARE NOT FERMITTIM WITHIN THE FOOT(" SECTIONS. R. CONTROL JOINS FOR SLAB ON GRADE AMN MADE EY SAMI C7ITIN6 SHALL BE MADE NO LATER THAN 24 HOAS AFTER PLANN& CONCRETE. CONCRETE 514ALL BE 5RFIVIDNTLY HARD TO PREVENT RAVELIMY, WEN 5AW O)TING. 10. PROVIDE 3/4" ONAMFER ON ALL EXPOSED 001INE1115. II. CEMENT S1441-1- CONFOW TO TYPE I OR II PORT -AND CEMENTS IN ACCORDANCE WITH A5TM C50. 12. AGGREGATE SHOULD CONFORM TO THE R IREMETS OF ASTM L53. IS USE TYPE It CEMENT FOR SOILS WMOPER ATE SULFATE ACTION AND TTPE V CEMENT FOR W IL.5 WM16H 51JLFATEALTION. W ALL HORIZONTAL BARS IN WALL. MIAT HAVE A HBO BEND a THE WALL END AROMP A VERTICAL BAR. 15. MAXIMUM SLUMP TO BE 4 INCHES. 16. IT. WATER FOR MIXING AND CIRIN4S SMALL BE FREEH GLEAN R PORTABLE TASIDITY OF WATER SHALL NOT EXCEED 2000 POUNDS PER MILLION. I8. WATER CEMENT (RATIO SHALL BE MAXIMUM 056. I4. IN CONCRETE LINT51.5 ALL VERITCAL BARS MUST HAVE A I" NOOK AT Ems. 20. ADMIMIkES MAY EE USED WITH FRIM APPROVAL OF THE ENGINEER ADMIXTURES SHALL COMPLY WITH ASTM C4444 AND BE OF A TIDE THAT INCREASES TIE WORKABILITY OF THE (ONLIIETE, BUT SHALL NOT BE CONSIDERED TO REDUCE THE 5PBCIFIw MINIMUM CEMENT CONTENT (GALLIUM CHLORIDE SHALL NOT BE USED). 21. NO CONDUIT PLACED IN CONCRETE SLAB SNAL . HAVE AN OUTSIDE DIAMETER GREATER THAN 1/5 THE THICKNESS OF THE 5LA5. NO COMPAT 5HALL BE EM MED IN A SLAB THAT 15 LESS THAN 9-In" THIILK. EXCEPT FOR LOCAI. OFFSETS, MINIMNM CLEAR DISTANCE ECTMEEN CONDUITS 54ALL w 6" 22. NO GONGIIT 514ALL W PLACED IN THE CONCRETE TOPPINS OVER THE STEEL DELKI146. FOUNDATION NOTES: I. MAXIMUM DE516N SOIL PRESSURE: 2000 PSF LONTINJOJS FOOTINGS: 2000 FEF PAD FOOTINGS. 2OCO P5F 2. SEE SOILS REPORT BY: CA. LA MONTE COMPANY INC. BOTTOM OF ALL FOOTIN68 TO BE A MINIMUM OF: 16" BELOW LOMEST ADJACENT FINISH GRADE. 9. SOILS GOITK.TLN AND 51'R FMPA TON TO BE IN A4 THE 121! B YYTN SOILS 4 OF TH ALL SOILS ENSIM M COI! LNGOt TIE OINFLT VATIDN FOR O THEONEN511EE 4. FIw6Y EWiM KTH FOR FaJImATOH $NOEL BE HEAT AND M THE TO LINE EA5 VATIO MM6tIAL REMOVID FROM FR E%LAVATON B. THE FOOTII vEXLA AND STAND" D" o'T KEPT FREE FROM LOCO MA1B[ITL AI s FLAO=S WATT BAlm, 6XZV A ANY D, PODTINS LOf A B ELK,®. SHALL BE G@O 11 AND, APFP 1 BY A [TIALI ^AILS ENSIIEER TO INBFE L VE OF IYR wTl THE REOJIR POME . 6. 510E OF FOJImATIOH MAT EE OlIV10 P6AINaT 5TA0.E EARTH N.OHJ T. METHOD OF S y THE REIMORLIH9 RIFE OLEEYE9 MIST @ h TO!lt BY M GIR ALL E CITY LINES S. CCNTRPLTOR 9HNJ. PROTECT N1 MLITY LINO, ETC., EXLQNi9i t P.RINS E OR I'Tlpl le B LATEIRAl- 9. LEPITADR TO INI%5 GRS MFLTFROMlel&ML LIS WADS nE PIT A101STAININS WALLS NITA E AND P- ATTAINED OR BLPD9 Al2 GOMPLETPlY IN RK.E MO NAVE ATTAIIID FELL STRBKTH. b. FOOTIHS AllEA LL A:'m VTILItt TRENCH 9W ePA6 ED IIN 911LOIM5 AREA 51ALL BE _ OF THE WILLS Olt S TEO IH 1 A 1 TO LO APPROVAL OT nE SOILS LR STRKMNAL ENSINEB<. PLOODINS WILL NOT BE 1I FERMITi®. 11. ALL ANLWR BOLTS N ItlL TON. SMALL EE iIED IN FLALE FIRER T Ole F M IR5FE MI'Si 12, PB BE MADE GT P XTAII 6Y OPp, VEN9.. OR On1.R OPBHIIK9 MIALL NWTQMADEE TGET LR YELP(®. IB. IMPT TO Lp1 WILSR ISIM TIW A OVUMWI� G 1%1 1%9 FGLWA_ IN MTTI n Tl r. •g IN I Ei BVLL KNIx nE BIILDIN6 CTW lµ w FRITTM MAn •ALL BIILOIIW FOAmwnON wJRK xA9 BEBI RRFdR42 ILf/YmI144 To_ATE bI_ &RN`LRT. 14. TE TESTING LAB SMALL 91TE LO DATION REFQ IO FAR ALL FILL L TE Fl R01 R l9 R Bd FIU FdMD 112T IILF6:TIOX. ALL tOOBE MIL MD FILL DIRT. IHLLimI115 BHAAMM BE%F 12TAIWM NW9, 9 Ill BE LP.IPKSO TO AT LEAST 9GR OF NMWMM GEKaItt. ER 6fE,AT31 rK PEGVII✓ED BY TE 5gL5 PEPLRT. IS. LVGKFILL FM ALL FHAIHINS WAILS 9H A BE KN£FNSIVE FillMA1MATUMAl- WIL CYill®!AW 9H/LLLMTB RKmLOF I AR OR LLSV OI IMP 7MS M3R6i5 HAVE LEBi IN PLACE A MIW.YM LF H GAYS OR XAYE 49TA11® CRIB 6 TIE GF516H BIRBYTX. TABLE I - SPLICE LENGTHS SCHEDULE FL • SOOO PSI, fy • 60,000 PSI ALL LENGTHS ARE IN SCHEDULE DE5CRIF'TION BAR SIZE N5 R4 1 N5 WT 68 RI GII TENSION SPLICE (GLASS "B" 5000 PSI GONG) A BM TOP BAR *WALL HORIZONTAL BARS B. OTHER BARS 21 24 56 46 65 62 10 5 151 Ib 16 22 25 56 4R 16051501 550 10 12 L • SPLICE LENSTH NO%: ALL SPLICES TO BE TENSION SPLICES MUE55 OTHERWSE NOTED. I. A TOP BAR 15 A 5AR W TH MORE THAN 12" OF CONCRETE LAST BELOW IT. 5TRUCTIIRAL DESIGN BASIS I. SEISMIC SITE OLA55 O (SR•LIb, FO•ID56, R•63, I•ID, BDI.0.463, SD6.O.BOU (V•2FD56 1/5W (12E516N CATEGORY IU (SHEAR WALL 5YSTEMO 2. WIND DES16N EXPOSURE 'B', AND BASIC WIND SPEED 110 MPH. (P=hKzL P650) (h1.0, Kzk=1,0, P650=12.1) n n n m N O Q GENERAL 0 NOTES S1 r AMi_ 000Wiwfil NOTE: yS 4 STRUCTURAL WALL DESIGN REVIEWED AND w lB 2 ENGINEERS, INC. "D APPROVED BY ESGIL CORP. AS PC# 19-2498 Im PMK BLM., SUIM 714 WE �,\F� TSAN B: DIEM.5J FOWIA 92101 7339 FAX: 619/237-1019 O �IGNED DRAWN HY: CHECKED ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. NIF 2LANS PREPARED UNDER SUPERVISION OF RECO DE . APPR VED: GENERAL NOTES FOR: S.E. N86S ORPHEUS AVENUE ENCINITAS, CA 21�....:..-`. EXP 9-30- 0 2021 S&L OIL, 1432E-G AP NOWAK EDWARD J. WIMMER N: 256-121-29-29 & 34 x� 6-1-20 <o ALI MALEK BATE nATP PLANNING CASE NO: 17-230 MUP/DRICDP SHEET 6 OF 9 Ew A TABLE 1705A - LEVEL 1 SPECIAL INSPECTION OF MASONRY FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA INSPECTION TASK NOT APPLICABLE CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED DEC section ACT 530/ASCE 5-11/TMS Age ACI 530.1/ASCE 6-11/TMS 602 L As wsenry con<euc<an webs. the robes awi w Wrwled to emove rawbme, 1. ercOaMcns of nt.-u..oer.d ms,wn % Art. xu b. (un,tr,mam at mrtar Jaht, x Ant an C. L«odon of reinforcementconrectbns, ,.N coversry anchorage, '< covers _ X. _ _ Art Se, 360 dfrestresaMp M1CMye. % Mt an bow erd bear of peetreeetp <erd,m and_ o:cerages. % - - Irt 24% Eft z Tm Inp.aaa, located, awl enter G. see arel location M structural eerxnb - % - - Mt an b Type, core are location a uWe lease rs other of anchorage of messy incumbent to . France , ether cw<rvctM - X - sec I22G), ZL.. p1y _ c. 4petlf ed Sea proof eM type of reMcrcem t. % see Us rot 2A. 34 d vemm of rehfmtlry Ws % _ _ an, 2L1d72, s3]tN) _ . Prtw who. 4of Protection , 0 )or no .,wwotra , (bammad nw�. - % Sec210 wa Ar-IM o<en " moss emn< of personages ] e,br to pwgngr the leaders amd be versus to ompi e1 �bv�R Bryce Is dean % Art. an ya. pocmrMmW ent of rercen< and convector, esbessYe tomes and "Choraw,, - x - sec In Mt. sa `rent, ing Ardent ccJ lord ten crude,and dons_ x - - art 2u d of ar ,lehtc % ,art an 4. Grwt Pacemar; sell de verifiedaccount cad e'e ,nrpinn m �aw code aconstruction suburban, X _ _ _ t ys 5. ring OF pasF'atvrq donWd hansom % art set s Preparation of an rentePnt d ant ,dece, ns tar base , ardr prl,m,and be w„,W3 % - sro ehdzt 210.] - Ara. IA e.eNCameerras wo, reduced uI:N anon prow s4s or Abaci mnu w well a°°e9Y•d - % - - net u 7. dos aftulw drracra % a caw ,lorafe s<amarae referenced am we d,ted In aeloar 35. TABLE 1705.3 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION APP NOT CONTINUOUS PERIODIC REFERENCED STANDARD' IBC REFERENCE 1. Inspect relnfarce ent, beclu6p Restresshg - X Act 218, Ch 20, 252, 19044 temple, and verify ptaament. 2", MW - 26.5.3 2. Reinforcing bar whiml AVS DIA a. Verify vedablliq of relnfarchg bore other ten - X ACI 316 26.5.4 ASTM X A7061 Inspect shgte-pass inlet seals, rfx mzm VIV) X jig_ dMBA[ie8flpnarz mz< In c.;; He X ICI 318 - 17.82 4. Inspect anthers Past-istalted In hardened rcretB managers. a. Ar slve anchors installed In horleontalty Or X ACI 316, 17.8.2.4 - upwardy, attended orientations to resist sustaYred tension loads. b. Wdeankal X ACI 3181 17.8.2 anchors ant adJeshe anchors not deflneal H 4e. 5. Verify use Of regrdretl design nix. - X ACI 311h Ch. 19, 1904.1, 1904.2, Si 26.4.4 19082 19063 over to concrete pucene fabricate leedeens ASTM C172 Par strength tests, perform slurp ant obr content X - ASTM C31 190610 tests, am determine the temperature of the ACI 316 26.4.5, 2612 rcreb. 7. Inspect [Rcrete ant shetmete placement far X - ACI 318� 2E45 190919ns.], proper applkatlon tsctnlques. 19088 9. Verify folinterfunce of specified [v4g teeperatve - X ACI Sun 26.A7- 4.9 19069 and tednlgws. A Inspect prestressed co orete fan - ACT 316 26.A2.1 Q. pppllcatbn of Prestressing forces; amX b. traveling of bandied prestressing tendons X - ACI 318, 26.92.3 _ 10. Inspect erectlan a "Cast members. X ACI 316 Ch 268 1L Verify F-sltu cone ere strength, prim to strapping of tendons In post -tensioned concrete and - J( ACI 318, 26.102 - Prior tore von Of shares and fares fresh beans antl 2. =21 7rwork for Mope, location and dmenslord of *be concrete sector being foree6 - X ACI 316 2610.1(b) - For all I Inch = 254 ow, Where opplicmWe, see also Section 170112. Special Inspectlon for selshc resistance, b. Spedflc revi,rements for special Inspection shall be Included In the research report for the anchor Issued by an apyoved source In accordance With 1782 M ACI 318, or other qualification procedures, Vhere specific requirements a not provided, special Inspection requirements shot( be specified by the registered design professional am sell be approved by the WIldIng offldat prior to the cpmmncement of the park. TABLE IT04A.T REWIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPEOTION TASK APP NOT COWK L NTINUOUS RING TASK PERIODIC, DURING TASK LI5TED I. vFly meense below fadthp Are WKP.ab b pmew W - M deskgI artins, capalt9 '� 2. V,MN exeara[Icra oe exwM,d Nor prepare Appeal and Hong X - o reasd propn:ate appear rde 5. forerun clmsNkatlm dead Lmtrg o' cwfrolNd fill matwbb, X _ 4, veny we a der coo and aft mlcxmews X - anhit Pkcsmmt od cwrpoc6n a d fill,controlle. t6. Hlar b pia -darer a untrolled fill, dapnu seem" Am be X r; tlYd. Me t Presented prpersl' SPECIAL INSPECTION: I. In addition to the regular Inspection, the PollowOg Items will also require special Inspection In acaordaree hill Sec. I104 of the Building Lode. 2. cells compliance prior to the foundation inspection, pre -!Gres foundation, high strength steel and concrete. S. All Inspection and tests shall be performed aJ a qualified testing agency retained by the owner. 4. The special Inspector shall be qualified and approved by the Widing department and acceptable to the architect. S. Thor special Irepectar All observe work assigned for conformance W the approved design drawings and specification. 6. The special lropecta shall fvrnlM Inspection report to Wilding department, eigirox and architect of record. Copies of they report shall to woldgete at the job site at aN times, OFFSITE FABRICATION: I A cord/leate of satisfactory completion OF woria requiring special Inspection nest bs completed Rid elbnitted to the Inspection services division. 2. Spool Inspector Mall verify that Pabrcator maintains detailed Pabrlcatian ant quality control procedures tins! provide a basis Pa inepecllon control OP the rvorkmanshlp and fdprlcatar's abIIIGy to conform to approved corotrvctlan docldmonb and rePereroed stantlardy. The speGal Iropectar Mall review Nor proceMrea Por completeness ant adequacy relalNe !o the rode requirements for fabrcator's scope of rvark. 5. Fabrlcalor nest be registered and approved by the City of Encinitas, Dervelopenrent Servitude for the fabrleatlon of members and assenbMee on the promisee of the /aWlcaWrb Shop. (Section I1043.2) 4. Fabricator shall sLbmlt an 'Application to perform OFF-Slte Fab-Icatlon' W the Inspection Servitudes Division Por approval griper to commencement of Poo -cation. S. Pol rlcator Mall submit a 'LertlPwote of Compliance of OP/ -Site Palo lcotlon' to Gte Inspectlon services Division prior to d'ection Of falXlcafetl Items ant aseembliss. SECTION 1106 1. Final reports for all inepedtons ant testing must be provided the special Inspector. Final reports shall document completion of a I Inspection and correction a all noted dlxreponclea. 6. The duties of special Tropical shall tan In conformance tell the reaq Implored of section 1104 of the California Wilding code two latest edlflon. M. Contractor shall be responsible Par all expended due to any premature notlficotian of inspection winch rosette In additional site visits. 10. Fail of rotiflcatlon by the contractor for Ndpectlon on a timoty bash i% reout In complete removal and replacement of all work performed at confractore expenses. Site vieRe bg tin structural engineer do not constitute an Inspection. 6. Wede Identified as requiring aantinuoue or poll special Inspection need rot have special Inspection when the welding Is done In an approved Pabrlcatar'a Mop. However, the approved ftixieator east submit a eertiNtate of compliance In accordance with CBC, leilon Holding is atoms In a shop Hhich Is not an approved fabricator, gpecol Insppeection Is required; and an application to perform oPP-ails foetrlaction m et bo submitted to and approved by the Inspactlan services division. T. The canaWctlan materials testing laboratory must be approved by the City of Encinitas, development eervlabi Tor feeling a materials, systems, aompo ts, and equipments. el A property owner's final report form for work required to have special Inspections, IssCM� antl structural observations must be completed bU property owner, property owners agent of record, architect of record, or englreer of record and Sdxnitted to the inspection servoee division. R. whored materials or aeeembllee are required be the Wild" code to be labeled, such materials and wsemblles shall be IWeI N an agency approved ty tin City of Encinitas in accordance with section IT50. products and modelko be looted sholl bo tested, inspected and labeled In accordance with the procedures sot forth in section 110551 through 1-705.55 IndentiPy on plans, name ant address Of the testing / inspection agency. CONTRACTOR RESPONSIBILITY ITQ6A LOntractor Feepanslbllitu, Each contractor responsible for tin construction a a main wind- or sobmlc-Fance- misting system, designated seismic system a a wNd- or selomlc-reebting comporent Meted in rho statement of special Inspections shall abnit a written statement of reepormibillty W the allaing official and the owner prior to the commsncament of work on the system or component. The contract 's statement of resporalblllty Mall contain the following, 1. Acknorvledgment of awareness of the special requirements cantalred in tie statement of Special Inepactiana; 2. Aeknowledgemenk that control will to exercised to obtaln conformance with the construction docwnents approved W the Wilding official; 5. ProaoMres far exercTil control thl the contractor's arganlzation, this method area fareeqquenccyy of roper ing mat the distrlWtlon of the reports; and 4. Identification Rd quollPicotloro of Und person([) exor long such control and than positlonils In Ira arganizaton. SPECIAL INSPECTIONS REQUIRED I. CAJNCRETE BA VERIFY SOIL CONDITION5 ARE 5156TAN Y IN coNFORrnANDE 2. COLTS INSTALL® IN 001,10141 WITH ThE SOIL INV 51hdATIof R T. 5. CONCRETE MOMENT RE515TIIS SPACE FRAME 198. VBt THAT FOUNDATION EXCAVATIONS EXTEND TO PROPER 4. STN$ At PRESTRE`v51Nb STEEL DROVIEFeN BEMINS STRATA M. VELD TE5TIH9, = TILE MOMENT RESSI N5 5TEa FRAYS E 9 15a. PROVIDE 901L LOMPALnON TEST RC'J.LTS, DERH OF FILL 5B. ALL SIRLGMiAL y8PIN5 INLLWINS REINFORLIfU* STEEL RELATIVE DENSITY. VALVES 6. w6H3mBIGTH BOLnNb W. f1:OVl� 501E EXPANSION TEST INDEX 9011-E FOR PON10N T STRULThEAL M.l•Qd2Y ORAPS F OO SLAB !dY/..MBDA11dK FOR FMWAncfb. qi aFALE R1KTt S'l8 e. REINFS 6YP9M LONCNEIE A. IIEULATINB%TI%eLLNOREIE FILL GESIbN FGR EPGH 011LPIIIS SITE 10. SPRAY APPLIED FIRE Fgaces S 14. Sell CASES {DEGC id, It. DEEP !FOUNDATIONS AIANISE RILLm PIERS 4 CAISSONS) 15. OFF9I7E FAERILATON OF EVILDINS, LOMPGETMS 12. 51pTLRETE 16. OTHER 57RULTLRAL lS TION5 A5 REIAIRED SY VEVOINER No. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, LOCATION,REMARK59TC STRENGTH I CONCRETE TAKE SLUMP CHECK THE MIX DESIGN A6AIN5T CONCRETE POURED, CHECK ALL REBAR AND EMBED SIZE 4 SI MLOCATION TAKE SAMPLES FOR TESTING MAKE SURE MIX IS NOT ALTERED DURING, POUR. T ALL MASONRY WALLS. OBTAIN PRISM TESTS PER THE REQUIREMENTS OF THE CBC 2016. CHECK REBAR Fin , SOO pal SIZE a LOCATION, CHECK DIFFERENT MIX TYPES FOR THE MORTAR 6 6ROLFF, CHECK BLOCK TYPE USED, CHECK LIFT HIEHTHS 4 4 CLEAN OUTS, MAKE SURE THE BLOCK 15 CLEAN BEFORE THE GROUT POUR, GROUT TO BE VIBRATED TWICE PER THE SPEUFICATION5, ADD ADDETIVES PER THE SPEUFICATIONS GROUT SPACE PRIOR TO GROUTING PROTECTION OF MAS. A55EMBLASE. 15A BY THE SOIL ENGINEER TO INSURE THE SITE 15 PREPARED PER THE SOIL REPORT. ALL TRENCHES ARE DONE PER THE SPECS O THE PLANS 4 THE SOIL REPORT. 158 BY THE SOIL ENGINEER 150 BY THE SOIL ENGINEER. 150 BY THE SOIL ENGINEER. STRUCTURAL TESTS 4 STRUCTURAL OBSERVATIONS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER IT OF CEC 2016 a. nE SPECIAL IM.PK.noNb LISTED ARE IN ADDITION TO n CALLED ONEOnON 5 d. n 9PBOAL INSPECTOR, MUST BE OERTITHM BY nE CITY OF ENCINITAS RISA RED BY CHAPTER IT OF nE CBO 2016. 5 l£ INSPECTION 15 NOT TO RiiFORM THE TYPES OF 11 5 110111 SP5QFIED. A ,u11B5TITNED FOR 1N5FEanON BY A Lltt INREOTOR EXlFST101w5. It. cONTIN10U5 IN5PECTON IS ALWAYS RER)IPED DIR)" THE PL9[FORMINCE OF 1, WIL5 INSPECTIONS ST THE SOILS ENGINEER OF RECORD. nff V UNLESS pTHERNISE SPLGIFICO, All AORK IN FORE THAN ONE 2. Hill WAIVED BY nE Eall-ONS OFFICIAL. CATEGORY OF HONK RESM IN6 SPECIAL INSPECTION 19 TO BE FL9tFORITD 511 OR THE 6EOSR 16 LOCATION OF THE H ORK 15 5UG1 IIIAT d. IT 19 nE RESPON9IBILItt OF THE OON TOR TO UNIFORM Nan SC ELLIE F0N THIS IT CANNOT BE OONTIN Ot5LY OBSERVED IN AOOORDANGE IWTI THE PROVISIONS SPECIAL 115!-FLTCR OR INSPECTION A6E461' AT LEAST ONE HORKUI4 DAY MI TO OF CBC SECTION 1101, IT IS TE AbDITS RESPJISI&Litt TO @1PLOr A PERFORMING ANY WORK THAT RERlIRES SPECIAL INSPECTION y1R1OONT NR-BER Ofe INSPECTORS TO A99'.PE TIIAT ALL THE HOW 19 I1150"ll e. SFLLIALLY IN`FEGTEp HOW THAT 15 I14517ALLED OR COVERED WTKAIT THE IN AOOCRDANCE WITH h PROVISIONS. APPROVAL OF nE Oltt INSPECTOR. 19 SUID EOT TO "Zi OR EXP031ME. A GENERAL NOTES IMA4eK ENGINEERS, INC. 10M PARK BLVD., SURE ]LL YN DIEGO, CaLFORNN 92101 TEL 858/453-7339 Fax: 619/237-1019 CHANCE DESCRIPTION APPROVED1 DATE I BENCHMARK AS -BUILT APP OVALS L aLAU-M D llKHWry Dr: LMELKLuJ6 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. FEE HF AS -BUILT 5 3-25-21 DESCRIPTION:2-BRASS DISC LOCATION:IN SIDEWALK IN THE SOUTHEAST QUADRANT LEUCADIA BLVD AND ORPHEUS AVENUE 37' EASTERLY OF TRAFFIC SIGNAL RECORD FROM: SO. COACITY OF ENCINITAS PT NO. 1024 ELEVATION: 178.543 DATUM: NAVD88 Wad 3/10/21 INT PLANS PREPARED UNDER SUPERVISION OF S.E. NO: 2810 A EXP.: 9-30-2021 1- ALI MALEK REC0 ND D: APPROVFfY � - GENERAL NOTES FOR: 865 ORPHEUS AVENUE ENCINITAS, CA S&L OIL, AVENUE S&L 256-121-29 & 34 PLANNING CASE NO: 17-230 MUPIDRUCDP 14329-G PUBLIC MR H DATE -25-21 PLANNING REME S OWAK �_ DATE EDWARD J. WIMMER 6-1-20 DATE SENIOR ENGI EER pAIE 1 PECTOR SHEET 7 OF 9 LDEV-011906-2019 m 7 db D L d b :4dbOR 2 1/2" MIN. 16& BEND BAR SIZE #4 #S D 1 1 1/211 2" 1 2 1/2" 1 41/2" *ROVIVE IOd bMIN. STIRRUP/TIE EXTENSION FOR SEISMIC STIRRUP/TIES I ri LAP OUTSIDE BAR AROUND CORNER BARS VERT. IN CORE (16" MIN. UP OR DOWW TYPICAL TYPICAL CORNER INTERIOR DOUBLE LAYER REINFORCING 1"=1'-O" I Ra NOTE V=6.ddbFOR 03 THRU 716 D=Bdb FOR" THRU A I D=IOdb FOR #14 AND #IS 6 }db OFFSET AS FOOTING REINFORCING NOTE: FOOTING TO BE STEPPED WHERE SLOPE EXCEED 1:10 'D' - MIN. FT6. THICKNESS TYPICAL TYPICAL CORNER INTERIOR SINGLE LAYER REINFOROIN6 CHANGE DESCRIPTION APPROVEDDATE I BENCHMARK lu. Al AS -BUILT 3-25-211 DESCRIPTION-2' BRASS DISC LOCATIONAN SIDEWALK IN THE SOUTHEAST QUADRANT LEUCADIA BLVD AND ORPHEUS AVENUE 3T EASTERLY OF TRAFFIC SIGNAL RECORD FROM: SO. CO./CITY OF ENCINITAS PT NO. 1024 ELEVATION: 178.543 DATUM: NAVD88 AS -BUILT 3/10/21 PUBUC'M DATE PLANNING FYiND]:iiJHRIgL'�11.iR CONT. MIN. OLEANOUT AFTER CONCRETE HAS SET, CLEAN TO REMOVE \\ LAITANCE AND SCUM 3 1/2" MIN STARTER WALL REQUIRED FOR MALL BELOW GRADE FORMWORK NOT PERMITTED BELOW GRADE UNLESS FULLY FORMED NO SCALE PLUS VOID BETWEEN PIPE AND SLEEVE VV OAKUM NO PIPE SHALL PASS THROUGH THE FOOTING PAD POUR JOINT FOOTING 5HALL BE STEPPED 50 THI5 DIM. DOES NOT EXCEED 3'-0" MAX. IN ANY CASE # 5 1 f AT 1211 SCALE G1R6 OR STARTER WALL OUT L JL=1L=71r1L=Jf BACK 5PALL.Il.11el'll;�l;llel'1I;11;IIC =1=II=11- k 2" PLANKIN6 TYP STAKES NOT PERMITTE ;III ;II:I •• • 11-11= -11-11= 11=11-11=II=11' OOTIN& POURED EARTH _ _ ___O V12ATI106 2" OF - NON -CORROSIVE SLEEVE, TYP. (INSIDE VIA. OF SLEEVES TO BE 2" LARGER THAN PIPE PLACE CONCRETE FILL AROUND 5LEEVE5 BEFORE POURING FOOTING PADS. FILL SHALL BE SAME WIDTH AS FOOTIN6 AND FULL WIDTH OF PIPE TRENCH. CORNER INTERSECTION CORNER NOTE: WHERE SINGLE LAYER OF REINFORCING OCCURS, BEND REINFORCEMENT AS SHOWN FOR OUTSIDE BARS. 4" MIN m- �# 3 J—�ryAT EA. FACE TRENCH BACK FILL AS r PER 5PECIFICATION5 I I'-b" MIN NOTE: WHERE PIPES ARE MORE THAN 2'-0" BELOW BOTTOM OF FT6. STEP FT6. DOWN LOCATE PIPE TRENCHES 50 THAT FOOTIN65 WILL NOT BE UNDERMINED. NO EXCAVATION FOR TRENCHES PARALLEL TO FT6. BELOW THI5 TYPICAL DETAILS S1.1 TYP REINFORCING AT INTERSECTIONS g OF CONCRETE FOOTING BEAMS WALLS 4 P; " ENGINEERS, INC. m I"=1'-O° 1080 PAW BLVD, SUM 914 a 7 sAN MEW. CAUMMA 92101 � CAIiF TEL: 666/45J-]JJ9 m FAX: 619/2JJ-1019 0 DESIGNED DRAWN HY: CHECKED ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMM N APPROVED: TYPICAL DETAILS FOR: w 865 ORPHEUS AVENUE ENCINITAS, CA of S.E. Not 2810 p/// �/"^�— S&L OIL, INC. 14329-G ws EXP.t 9-30-2021 S WAK EDWARD J. WIMMER APN: 256-121-29 & 34 I ;to 61 20 ALI MALEK nATP nATP PLANNING CASE NO: I7-230MUPIDWCDP SHEET OF 9 2 VERT. REBARS AT EACH CAULKING SIDE OF JOINT, TO MATCH SIZE OF WALL VERT. REINF'(S JOINT BACKING 1/4" MAX. CONTROL BASKET JOINT WIDTH MASONRY WALL VERT. CONTROL JOINT AT MAX. 25'-0" O.G. 2 NO SCALE CJ2 X APPROVED COMPACTED Q GRADE, WITH ZERO SLOPE F o - z m H" SOLID GROUTED GMU WALL WATER PROOFING PER ARGH'L. MIRADRAIN 6000 PER •5 HORIZ GEOTECHNICAL AT 24" O.G. ENGINEER APPROVAL 5.25" Q r- 07 AT 16" O.G. VERT. APPROVED oy� GO' COMPACTED °�4 B bRADE 21_811 oe�g •5 AT e0 o 16110 .G. SE NT i zl l l-III-III-III-I � I -I � I � .III o T-O" MIN.- .a SE� Z TO DAYL16HT 5-#5 4- CONT. 2-14 WALL AND FTC. `Q..Q ; � 8" GMU WALL SOLID bROUTED >e5 VERT. AT 8" GMU WALL SOLID SROUTED �5 VERT. AT °. U ¢ r 5 24" O.G. 24" O.G. m 115 HORIZ. AT >R5 HORIZ. AT NOTE' i 24" O.G. i 24' O.G. PROVIDE VERT. I'-b" I'-4" I'-2„" 2-415 - - CONTROL JOINTS IN 0 a 0 D_ GMU WALL PER 2/52 -ID j -�' J 4,_0, Ep. p. NOTE; Ep, p- 31E PERFORATED PVC SCHEDULE 40, 4" PIPE NNpOORTTpE: MTV,'QL 1'475 EE TT GONVT�L N (PERFORATION DOWW W/ O.5% MIN. SLOPE TO JOINTS IN GMU WALL PER 2/52 APPROVED COMPACTED JONTS IN GMU WALL PER 2/52 APPROVED Cpp,1PACTED PROPER OUTLET YV BOTTOM OF PIPE LOCATED b, bRADE bRADE MIN. 5" ABOVE TOP OF FDIC, 1.5 CU. FT. OF GRAVEL, 5/4" VIA. MAX. WRAPPED YV FILTER CLOTH SUCH AS MIRADRAIN (2000 TYP. PROPERTY LINE PET. MALL I i 4 . Z NO SCALE rJ-Z `` CANT. - — ANT. DETAILS S2 DOWELS TO MATCH ^_ DOWELS TO MATCH VERT. REINF. IN SIZE " AND SPACINb T-O" MIN. TO DAYLI6H VERT. REINF. IN SIZE-O" AND SPAGIN6, _ MIN. TD DAYLIGHT p? 3-+<5 CONT. Vy/ ALT. BE m 3- CONT. 49pR�E�/QyY a l f A TYP. PROPERTY LINE FENCE WALL 4 TYP. SITE FENCE WALL 5 � ;gym ENGINEERS, INC. 52 `I%'�lgUCTUPVy �* ioeo au,ry euw.. scare na oaseeojasi�nisrvw 92101 Qc 0/y1F h� M. M1 237-1018 CHANGE DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED DRAWN 11Yl 1 CHECKED ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION:2• BRASS DISC LOCATIONAN SIDEWALK IN THE SOUTHEAST QUADRANT LEUCADIA BLVD AND ORPHEUS AVENUE 37' EASTERLY OF TRAFFIC SIGNAL 3110/21 INT DATE PLANS PREPARED UNDER SUPERVISION OF S.E. NO., 2810 ^ EXP: 9-30-2021 RECO APPROVED: 2%f^'+^-'�- WALL DETAILS FOR: 865 ORPHEUS AVENUE ENCINITAS, CA S&L OIL, INC. APN: 256-121-29 & 34 14329-G AS -BUILT 3-25-21 PUB KS HOS DATE PUNNING NOWAK EDWARD J. WIMMER RECORD FROM: SD.: 178. TV OF ENCINITASAVD PT NO. 1024 ELEVATION: 178.543 DATUM: NAV088 3-25-21 REVIENER (�`11'/� 1— ALI MALEK DATE 6-1-20 DATE PLANNING CASE NO: 17-230 MUPIDR/COP SE DATE IN OR SHEET 9 OF 9 Q i T LDEV-011906-2019