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2018-13793 G (Plans)
RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILS TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW MERE 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. 60ERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "REVISED PRELIMINARY GEOTECH LAICAL INTERPRETIVE REPORT, PROPOSED COMMERCIAL AND RESIDENTIAL DEVELOPMENT, APN 254-054-5300, LOCATED AT 1528 N COAST HIGHWAY 101, CITY OF ENCINITAS, SAN DIEGO COUNTY. CALIFORNIA" PREPARED BY EARTH STRATA GEOTECHNICAL SERVICES, INC, 42184 REMINGTON AVE: TEMECU,L.A, CA 92590 DATED SEPTEMBER IZ 2017. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT --OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE E;RADING. 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 STANDARDZ LAWS AND REGULATIONS. B. 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 730 A.M. NOR ON SATURDAYSt SUNNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT CR 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 HALE ROUTE. THE DEVELOPER SHALL COMPLY KITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING "THE GRADING UNDER PERMIT NO. 13793-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGA14 T UHF OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERA TION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERRATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONOING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPE'S OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED; PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES BRUSK GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION LALESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE CE THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE. IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. IMPERVIOUS AREA AREA DISTURBED: 23.666 SF IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2,277 SF LWERVIOUS AREA AFTER CONSTRUCTION!: 16,142 SF INCREASE IN IMPERVIOUS AREA: 1a865 SF I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROY SALAMEH AT (760) 809-2882. 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER I TO APRIL 15). ALL WCESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOWLETE 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. B. 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 NOX). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL'_ POST COASTRIJCTION BFP/DF MITES I. 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 7HE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTRA SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BW/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED 8MP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN H4RDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY, 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUWSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LWO - (750) 753-0155 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 D. TELERhUNE - SBC BELL - (760)--469-3411 E. CABLE TV - COX COMM UfYlGA TIONS- (7S0)-BO6-9BO9 X--2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS 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.* 1760)633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. FIRE NOTES' 1. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR INCLUDING THE PAWING OF VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT. 2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHT (S): 36 TO 42 INCHES ABOVE FINISHED GRADE. TO THE TDP OF THE CONNECTION. A. IF AN FDC IS INSTALLED SEPARATE FROM THE BACKFLOW/DOUBLE DETECTOR CHECK, IT SHALL BE LOCATED A MINIMUM DE 5 FEET FROM THE BACKFLOW/DOC VALVE. B. WHEN AN FDC IS ATTACHED TO THE BACKFLOW/DDC, THE FOG MOUNTING HEIGHT SHALL STILL BE 36 TO 42 INCHES MAX ABOVE FINISHED GRADE. C. IF THE BACKFLOW/DDC IS INSTALLED WITHOUT AN VM BOTH OS&Y VALVE HANDLES SHALL BE M004TED 36 TO 42 INCHES ABOVE FINISHED GRADE. D. BUSHES, TREES, AND SIMILAR FOLIAGE SHALL NOT BE LOCATED WITHIN A RADIUS OF 5 FEET OF THE FDC OR BACKFLOW/DDC VALVE ASSEMBLY. GROUND COVER LANDSCAPE IS ACCEPTABLE. E. TOP OF STEM FOR BACKFLOW/DDC SHALL NOT EXCEED 48 INCHES IN WEIGHT. 3. PRIOR TO THE DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT. - A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY, B. AS A MINIMUMS THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL-WEATHER SURFACE FOR EMERGENCY VEHICLES; AND C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. EARTHWORK DATA STOR►WWATER POLLUTION CONTROL Bi►P NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR STUCCO, PLASTER AND THE LIKE INTO THE STOIFMATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. ONSTRIET ON 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 C099WATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA A 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 Dmm EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SLWACES S" AS EROSION CONTROL MATS; ADEQUATE GROUAV 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 PRO,ECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL RE THE NATURAL GROUAV COVER. DO NOT REMOVE TREES OR SHRES UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED CAN -SITE. ELIMINATE OR REDUCE POLLUTIONI OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL., PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM COACENTRATED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT AAFRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING MbRS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BW NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AND THE PRIME CONTRACTOR MUST INFO! SUBCONTRACTORS ABOUT STORWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT BE RESP061BLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITER?. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DU1MlPSTERRS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. OUMPPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. OUFPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUID, BROKEN ASPHALT AND CCTNGRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL., CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO 03DER DUMPSTERS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS S03FACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET. GUTTER. AND STOiRM13RAIN. CONTRACTOR MST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STOR NNA TER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. LEUCADIA WASTEWATER DISTRICT STEEPEST EXISTING NATURAL SLOPE. ON -SITE = _WA PUBLIC SEWER SYTEM APPROVAE MAXIMUM VERTICAL DEPTH OF CUT = 18.3 ' APPROVED BY: LWD DISTRICT ENGINEER MAXIMUM VERTICAL DEPTH OF FILL s- 0' C73OZ5 CUT = a550 C.Y. FILL = 500 C. Y. ___ G�2 /�Ig EXPORT = 5050 Y. 4 _ _. � REMEDIAL = 1.550 C.Y. tAL1E,�. fRAS!;C i, tam (5'-7' REMOVAL AND RECOMPACTION AROUND BUILDINGS) DEXTER S. WILSON, INS FIRM - CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS V IS Q.i N G SHNEE [5 Z t1 DESCRIPTIONS PT 1004 ENC-04 LOCATION: 2.5" DISC IN DRAINAGE BOX AT PUBLIC WORKS-�� NE CORNER OF LEUCAOIA OAKS BRIAN M. ARDOLIM DA TE - PARK ON W SIDE OF .RAJNTREE DR PLANNING RECORD FROM: _BOOS 18416 ELEVATIONS 67,639 TT m REVIEWER _ ADARR NA VDBB CITY ENGINEER DATE INSPECTOR INT. ! DA TE SWEET DESCRIPTION 1 TITLE SHEET 2 NOTES & SECTIONS 3 GRADING PLAN GARAGE LEVEL 4 GRADING PLAN MAIN LEVEL 5 EDGEBURT DRIVE PLAN & PROFILE 6 DETA ILS �SECTIONS & EROSION CONTROL TEMPORARY SHORING PLANS S��I(oA kp ENCINITAS PROPERTIES LLC 3848 FIFTH AVENUE SUITE F SAN DIEGO CA 92103 SITE ADOF ESS 152E N. COAST HIGHWAY 101 ENCINITAS; CA 92024 APN 254-054-53 LEGAL DESCRIPTION LOTS I & 16 IN BLOCK 28 OF NORTH LE7CADIA, IN THE CITY OF ENCINITAS~ COUNTY OF SAN DIEGO. STATE DE CALIFORNIA, ACCORDING TO MAP THEREOF NO. 524, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL D, 1888. VICINITY MAP NOT TO SCALE I W) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER DE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY S OFFICERS OFFICIALS EMPLOYEES. AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIESL CLAIMS, DEMANDS CAUSES OF ACTIONS, LOSSES DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF. ARISING OUT OF, OR IN ANY MAAAER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS D OMISSIONS OF OWNER OR OWNERS AGENTS EMPLOYEES CONTRACTORS, SUBCONTRACTORS OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK ORCOA67RUCTION COVERED IN THE PERMIT OR CO ESTED DIRECTLY OR INDIRECTLY TO THE PERMIT D APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE• DA TE. ROY AMEH ENCINITAS PROPERTIES LLC 3648 FIFTH A VEND SUITE F SAN DIEGO CA 92103 SOILS ENGINEERS CERTIFICATE I, STEPHLN POOLE . A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON -9/i2/17 AND FOR AN UPDATE ON 5Z?-gL.1S.,.E...6ZJLa. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMNENDATIONNS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHER I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE F COMNENDA TIO NS INCLUEO IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.STARhO _ RICE 4 219 M. AXLE DATE r F CEG NO.: 692 EXP. DATE: 9/30/18. EARTH STRATA GE07ECMICAL SERVICES, INC. " 42184 REMINsTON AVENUE .... `5 TEMECU'LA, CA 92590 - (951) 397-8315 JOB * 171800-IOB STATBENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE CRPROFESSION. THE ENGINEER FURTHER ACES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCWCK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN DE IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERRORS OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE EN ER. SIGMATLFE: DATE.. I •fg•L8 IAN Ail" PASCO L.ARET SUITER & ASSOCIATES Qp,C�ESST 535 N. HIGHWAY 101 SUITE A O ZCNAEL '�C SOLANA BEAChL CA 92075 (858)259-8212 RGE EXPIRED 12-31-19 "' r x x a No . 71551 0 rrl Exp. 12/31/19 C�IVJ OF CAI: RMP PROJECT STATUS I PRIORITY STORMNATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA IN ACCORDANCE WITH 'MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORD ON 9_I t - t $ _ AS DOC. #: 201 % - 0 39 03 54 PUBLIC WORKS' PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SDWD WIB-050 10 IT 4 DATE SIGN DATE SIGN DATE IGN DATE GN DATE DATE. -- R.C.E. NO.: 71651 7-6- BRIAN ]MIC AEA INO EXP.: 12-31-19 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 Nart n ffighway 102, Ste A, SuEana Beach, CA 92075 ph 850.259.8222 I Cz 850.259.4812 1 plaaengAneering.c ENGINEERING DIVISION APPROVALS RECD LADED:AbOAPP VED,` � JES5fEFbWENS ED W A46 UW 1 A/1?.. DATE_ 1012o�L_b DATE (L / L / 214> 11 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT PLANNING CASE W: 16-151 1528 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES, LLC APN: 254-054-53 DRAWING NO. w U � u� �QD j U Cn Cu Cu � co :�Kzm azz� co 13793-G � -SHEET 1 OF 9fb ' 4 PLSA 2540 9/1.1/2018 WTE& I. THE MAINTENANCE OF ALL PROPOSED BMMP S WILL BE THE RESPONSIBILITY OF ThE OWNERS. THIS WILL INCLUDE ANY POST TRUCTION BMP AS WELL AS ANY CONSTRUCTION BAP THAT IS OETR3R41 ED TO NEED TO REMAIN PEWNENTLY OR FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION OPERATIONS. 2, THE OWNER WILL BE PRESENTED WITH RFORWTION ON SaRC£ CONTROL MEASLFEZ SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS; DIRECTING WAS WATER INTO LANDSC4PD6 AREAS RATHER ER THAN INTO THE STREET GUTTER OR STOW DRAIN MINIMIZING TTf USE OF hOL1SEHOLD CLEANERS AND OTI-ER PRODUCTS WHEN THEY HAVE TU E POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STW444 WATER AND SPILL CLEAN UP TED*ICUES. 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK- PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COW IN CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPiLES� W-EN 77-E STOCKPILES WILL REMAIN IN PLACE FOR THE COS OF MORE THAN I DAY, PEN THE STOCKPILE WILL BE ADEQUATELY COVERED SLCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTIME IRRIGATION IN THE EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SA TUBA TED. 5. TU-E PROPOSED IRRIGATION SYSTEM WILL BE ROUTROLY DEFECTED AND MAINTAINED TO ENStFE THAT OVER WATERING IS MINIM ZE-Q , KEN OF? MALFUCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN THE EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRAGKZ LEAKS OR BREAKS REPAIRS WILL BE ARRANGED FOR AND ThE IRRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN OFFLIf\F- IF POSSIBLE UNTIL THE PROBLEM IS CORRECTED. 6. FOR STORE! WATER POLLUTION CONTROL FUPOSES, ALL RADFF FROM ALL ROOF DRAM SHALL DISCHARGE ONTO GRASS AAD LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PLlSLIC STOW DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MIOOIFIED WITHOUT A PERMIT FROM THE CITY. 7. OWNER TO OBTAIN A CONSTRUCTEO+! PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 FOURS PRIOR TO WORKING IN THE PLOLIC RIGHT OF WAY. FAILLRE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AUVC1 OMBLE PERMIT FEES. IT IS THE RESPONSIBLIBI `Y OF THE OW91ER TO KNOW W *-RE THE LOCATION OF THE PROPERTY LINE IS. 8. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERSU+D. 9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTEO OVER ADJACENT PROPERTY LIUIES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOUR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 10. EROSION CO NTO . MEASURES (E.G. BOAM FIBER MATRIX VEGETATIVE COVER JUTE MATING) MUST BE IWLEMENTED WM-ERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDR- NT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREA COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.) 11. NO DIRECTLY CONECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. OCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAZ SUCH AS ROOF, ROOF DRAIN DRIVEWAY, AND STREET. BMP !MEASURES SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASLES ARE DESIGNATED TUFF AREAS, WHICH RECEIVE RCS MAINS AND RL9tVOFF FROM IMPERVIOUS AREAS. TOR' AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BMP S SHALL BE DELIIiEATED ON PLANS AND A NOTE PLACED ON PLANS PROHIBITING MODIFICATION OP REMOVAL OF TF-E BMP LANUStCAPE AREAS WITHOUT A CITY UNIT, ROOF DRAIN N07E FOR STORM WATER POLLUTION CONTROL FOES, ALL RUVIOFF FROM ALL MAINS SHALL DISCHARGE ONTO GRASS AAC LANDSCAPE AREAS PRIOR TO COLLECTION ANU DISCHARGE ONTO THE STREET ANDIOR INTO THE PUBLIC STOW DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. GRADING NOTE • ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN ThE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WOW OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSSION FROM THE ADJACENT PROPRTY OWNER MOST BE OBTAINED AND SCBMMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTLRW CE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GRWW FOR A STOP -WORK TO BE ISSUED FOR TW PROJECT UNTIL T%E REQUIRED PERMISSION IS OBTA,TNIED. ! ti"• rr f SPECIAL IN93ECTIOiN OF ALL POST CONTRIUCTION BMP PLANTERS, STOFRUMMTRAR CLE4NOUTa PLW, ETC. BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. PROGRESS PICTURES OF BMP PLANTEFrA STORM 7R4P, CLEANOUTSi R.iC ETC. CONSTRUCTION SHALL BE TAKEN AAD PROVIDED TO ThE CITY AT THE FOLLOWING STAGES.' 1. STORAGE TANK EXCAVATION 2. STORAGE TANK WALL INSTALLA TIO W 3. PLANTER BMP' WALL INSTALLATIONS 4. PLACEMENT OF PERFORATED PIPES RISER PIPES, OUTLET PIPES ORIFICE 5. PLACEMENT OF GRAVEL LAYERS 6. PLACEMENT OF ENGINEERED SOIL LAYERS 7. FINAL COMPLETED BASIN WITH VEGETATION ESTABLIShED 8. PUMP SPECIFICATIONS, FLOW RATE AAV OPERATION 9. Rooms DRifIN Awn L6C^-r10Nt. SEE SPECIAL INPSECTION REPORT PREPARED BY PASCO LARET SUITFR & ASSOCIATES DATED ____ ON FILE WITH ENGMERINS DIVISION LEUCADIA WASTEWATER DISTRICT GEAEAAL A07ES: 1. ALL WOW AND MATERIALS RELATED TO LWD SEWER DESIGN MATERIALS; AND CONSTRUCTION SHALL CONFORM TO THE LWD SEWER STANDARD SPEC AVAILABLE ON THE LWD WESSITE AT HTTPIIWWW.LWWD.ORG/DEVELOPERS/STAhUARO-SPECS AND TO TI-E REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOQK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS, IN THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN. 2. CONTRACTOR SHALL CCTV INTEFWALLY INSPECT ALL GRAVITY SEWER FACILITIES CROSSED OVER OR UNDER, BOTH BEFORE AND AFTER NEW IMPROVEMENTS ARE CONSTRUCTED. HIGH QUALITY DIGITAL CCTV VIDEO SHALL BE PROVIDED TO LWD FOR REVIEW AND RECORD PURPOSES PRIOR TO CQhWNCING NEW WORK AND FOLLOWING COMPLETION OF NEW WORK. THE CCTV DOCUMENTATION WILL BE SUBMITTED TO THE DISTRICT 15 CALENDAR DAYS PRIOR TO COMMETNCEMETVT OF WORK THAT WILL CROSS A GRAVITY SEWER. 3. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE TREATMENT AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE; LWD OR THEIR CONTRACTORS MAY UMEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE OR EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT ALL TIMES (DURING CONSTRUCTION AND AT THE ENO? OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD FACILITIES. 4. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILTIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF THE LWD ENGINEER AT NO COST TO LWD INCLUDING INSPECTION AND ANY BYPASSING REQUIRED TO SEWER FACILITY OPERATIONS. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR. 5. 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 WOW ADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WOW. CONTRACTOR WILL BE RESPONSIBLE FOR ALL GLEAN UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. 6. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES. 7. CONTRACTOR SHALL NOTIFY LWD WITH 48 HOURS PRIG TO EXCAVATION OF SEWER UN703CROSSINGS� OVERC.'ROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED. B. COORDINATION, SUBMITTALS, AND NOTIFICATIONS SHALL BE MADE BY TELEPHONE AND EMAIL TO MR. IAN RIFFEL AT 760-753-0155 / IRIFFEL@LWWD.ORRG. EMERGENCY CONTACT CAN BE MADE AFTER HOURS TO LWD AT 760-753-0155. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MANTA TION AND/OCR BENCH MAWS WHICH WILL BE DISTURBED OR DESTROYED BY COAGTFACTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MMMWATION BY A LICENSED LAND SURVEYOR OR A REGISTEREED CIVIL ENjGIAEEA AUTHORIZED TO PRACTICE LAND SLF?VEYING, A CfIFIhE'R RECORD OR RECORD OF SURVEY, AS APPROPRIATE SHALL BE FILED BY THE LICEN50 LAND SURVEYOR On THE REGISTERED CIVIL ENGINEER AS REO UIPED BY THE LAND SURVEYOR'S ACT ABBREVIA TIOAS ASSY ASSEMBL Y BOP BOTTOM OF PIPE CB CATCH BASIN C&G CURB & GUTTER CL CENTER LINE EX EXISTING FH FIFE HYDRANT FL FLOWLINE HOA HOME OWNERS ASSOCIATION IE INVERT ELEVATION LT LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM OC ON [ENTER PCC PORTLAND CEMENT CONCRETE PVT PRIVATE RIM RIM ELEVATION RT RIGHT ROW RIGHT-OF-WAY STA STATION SW SIDEWALK TC TOP OF CURB TOP TOP OF PIPE TYP TYPICAL SAN DIEGUITO WATER DISTRICT NOTE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATIDN AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT, ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE, 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. B. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRM THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9, ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. JOINT FILLEA (1/8" TO 3/8 " RODO 0* HT PCC 6'X210 FLUSH CARS EASEMENTS OF RECORD ( STATE OF CALIFORNIA HOLDER OF AN EASEMENT FOR STATE HIGHWAY PURPOSES, RECORDED MAY 26, 1933 AS IN BOOK 224, PAGE 5 OF D.R. (P) GEORGE L. EDGE AND BRIDGET E. EDGE HOLDER OF AN EASEMENT FOR ROAD AND INCIDENTAL PURPOSES, RECORDED MAY 22, 1934 IN BOOK 302, PAGE 142 OF O.R. (3) SAN DIEGO GAS AND ELECTRIC COMPANY HOLDER OF AN EASEMENT FOR PUBLIC UTILITY AND INCIDENTAL PURPOSES, RECORDED JANUARY 3, 1964 AS INSTRUMENT NO. 1293 OF O.R. (4) LEUCAD.IA COUNTY WATER DISTRICT HOLDER OF AN EASEMENT FOR SEWER PIPELINES AND INCIDENTAL PURPOSES, RECORDED JANUARY 14, 1965 AS INSTRUMENT NO. 6926 OF O.R.. 0 CONRAD F. WAGNER HOLDER OF AN EASEMENT INGRESS, EGRESS AND INCIDENTAL PURPOSES, RECORDED AUGUST 12, 2006 AS DOCUMENT NO. 2008-0430496 OF Q.R. 0 BRUCE KNIGHT AND ANN KNIGHT HOLDER OF AN EASEMENT INGRESS, EGRESS AND INCIDENTAL PURPOSES, RECORDED AUGUST 12, 2008 AS DOCUMENT NO. 2008-0430497 OF Q.R. (? LOUIE M. LOPEZ HOLDER OF AN EASEMENT INGRESS, EGRESS AND INCIDENTAL PURPOSES, RECORDED AUGUST 12, 2008 AS DOCUMENT NO. 2008-0430498 OF O.R. (8) MARK S. BIBLER HOLDER OF AN EASEMENT INGRESS, EGRESS AND INCIDENTAL PURPOSES, RECORDED AUGUST 12, 2008 AS DOCUMENT NO. 2006-0430499 OF O.R. E4SEMENTS - PROPOSED (11 EASEMENT FOR PRIVATE STREETS AND EMERGENCY VEHICLE ACCESS TO THE CITY OF ENCINITAS PER MAP [21 EASEMENT FOR PUBLIC WATER AND ACCESS GRANTED TO THE SAN DIEGUITO WATER DISTRICT PER MAP WTALL DECORATIVE PERVIOUS PAVMS BY BEDOLW PER .. . CLAB OR RET. WALL r 57 STRE OPEN C414DED BASE 12" MIN TH10< O' Ef •rN �, -- SOIL SU9GR4DE PER VIO US PAVER DETAM NOT TO SCALE FL MOD. D-75 TYPE A DITCH 12' WIDE x 6" DEEP MIN. C AL UNIT FF s I FF 67 84 FF 67,50 FF 66.50) RESIDENTIAL RESIDENTIAL MALWYUNIT 7 UNIT 6 RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL FS 58.1 --FF�1 FF 58.1 UVIT 5 UNIT 4 UNIT 3 UNIT 2 L>riUTU' 1 CCERCIAL UNIT 1 t _ WALKWAY WALKWAY FF 56.5 FF 56.5 FF 55.5 FF 56.5 FF 56.5 FF 56 5 PA TIO i� -- - ------ __ FS56.4 FS56.4 ---: :-__ �. • f- j-_T:! 6" PVC CW ECT - - - - 6 ° PVC Gi[�V�ECT TO TANG -- -'-- _ TO TAU+K-- - - 01ICR4W i LIRE OF EXISTING ;_j 1 € ! i� PARKING a4RA(E FF 45.5 5% MAX it �€ � - � MAX MIEFEM D PARKIN GARAGE FF 45.5 :i - j•• - - - - - -- € f j f i i� � - 1 : t : £ i t < - - - - _. .. .. __ r -. ___. ,______ i"�"_£ s .___.,... I -----__. ,�__... ._.__ : _- -. _ _....,..._..I t •_-__._i , _.__.,_ -_ - , _ --, t , `1 1 - --t - -LILT-�,.i_3_�._-....�..__.._-3 s : _.., r.__.,b___ - -.,.-- --- - _ ..-......-._...____._ _ _._. __d _4 _.._ e�..__� ._.i. - _._.__._`_ _"_ _ _. _.-.�____�_.._�_.�F-_�_�_. � _- a �. r _._ .-........... SECTION A A NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION PT 1004 END-04 LOCATION .25" DISC IN DRAINAGE BOX AT AYE CORNER OF LEUCADIA OAKS PARK GN W SIDE OF RAINTREE OR RECORD FRaMf: ROS 18415 ELEVATION - 57.:09 DA TUR NAVDSB AS -BUILT APPROVALS "tom"'M nT: I ""AWN Ur: I `'"t`'"t »r: MT. DATE PLANS PREPARED UNDER SUPERVISION OF PUELIC BRIAN M. ARDOLINO DATE NCS DATE: � � •I �• 1 � R'L,4NjVDUG REVIEWER R.C.E. NO.: 71651 _ CITY ENGINEER DATE INSPECTOR nX- 7-6-22 BRIAN MICHAEL A INO EXP.: 12 31-19 ENGINEERING DIVISION APPROVALS REC LADED: APPR VED' JES OWENSJ GJt-. DATE D o 6 [DATE lt1 L1 so I � LE(EW S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY - PROPOSED CONTOURS 255 EXISTING CONTOURS --255-- �......._. CENTERLINE - EXISTING WATER MAIN - - --= EXISTING SEWER MAIN--------5-- - mm EXISTING GAS MAIN-®G EXISTING MANHOLE LD DRAINAGE DIRECTION --_ - PROPOSED AC PAVING PROPOSED BUILDING FOOTPRINT PROPOSED STORMORAIN PIPE PER PLAN PROPOSED AREA DRAIN 0 PROPOSE 12 t'x1211 INLET (I BMP AREA 6" PCC CURB & GUTTER PROPOSED WALL PERMEABLE PAVERS - -------_- - - _ '-`-r- -__- PROPOSED GARAGE DRAIN TO SEWER 6" PCC CURB 0 HEIGHT FLUSH CURB RETAINING WALL PER SDRSD SAWCUT FL CL 40 , N. HWY. 101 QROFESSIpH s GRIND s OVERLAY w m No. 71651 0 Exp. 12/31/19 le. £i rt- i I _OF CAL I i 1 - i 1 11 . t 1 CO LARET SUITER �w _ & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYI NG G 535 North Highway 101, Ste A, Solana Beach, CA 92675 ph 85II.259.82R2 I ffx 85&259.4812 1 pleaengnmeering.c m CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT PLANNING CASE NO: 16-151 1528 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES, LLC APN: 254-054-53 DRAWING NO. 13793-G SHEET 2 OF 13 PLSA 2540 9/11/2018 ,S f Z 41- S 62 t TWPFG 61.0 I BW-FG 8 0 I 1 IG 61.0 ' E 1 BhWG 58.1 I ,[ TG 5B.0 I € IE.. i 0" AREA -DRAIN 60.77 �PE'T WALL PER- ! V 56.� IE 562 TwwG 51.5 A IN BwG 59.1 FL W-83 TW@FG 61.4= BWG 5H.9 I, TW FG 58,9,. BWWG 56,4 � REMOVE EX. T3�• MOD. -0:- 5 TYPE A DITCH---� 12' WIM x 6" DEEP MIN WALL PER WW- 1 ' M17V FOOTiI'iG ,TG 55,8 1 rG 55-145 I hF 61.0 (TW@FG 61.0. fTG BM F`G 5 EXISTING BUILDING ,COTES~ 53 I EXISTING 'J I B1i 1-DING W 1 EXISTING BUILDING EXISTING BUILDING EXISTING TO BE DEMOLISHED TO 8E DEI OLISHED z PLii3L� IMPROVE BUILDING EXISTING Fd7. 3/4 ~ IP W/ � � �. • S�OMENTS 4V�1 HERON FOR REFE►�ENCIE, _ NAIL, PER � OW ONL Y� SEE 13793-I - 12.7' OF RETAINIAD WALL PER C 2 j°, , mm. T ]]V PER D-B k 180i1, F� 10%'R � i i+►EEP HOLES OR VERTICAL MA Y � P 1 f" ' JOINTS GEDTECFi RECQ N+DATI ( NO DROP Ate) 1511a 0.12 E'LY ON L EX 11% EDW " , . . 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IE -- � .-_ 1%y -.� -. _... _ 4 IRE ",, I - ;:' o f J •iiI �" VOL�' i, - _"" ^ __ TT' &, 43 B2 4 - .__ -- . �. • J P f i" 53iJCR LTV f T�I"[ OP i yi:�IQ I�3 q"k Hwp hp 455 , - I .�w►. S PVC F Dist ' t _. l 6" EMERGENCY OVER t3tli PIPE t 011 ' EN 1! ' a 12 y x It F PE4 # f � � PIPE TO BASIN A14OYE �„ ����.�_ ,� �- 1 MEP PLAN ' P WOPLAN IE 44.3 1 I E I ' \ 2 METER K300 CIiU#& LRAD4 W/ B" ITT► G 60.3) !� / f' �.� NEW PP ,BY OThVERS � WTT94 OUTLET PER ACV OR EOL 1i !FS 54 2 56.4 -- PVC PIPE FROM ABOVE TG 51.30 rrt t I l TWO LIFT STATION PEA MEP iE 50.3c � x ! , IF 9" OUTLET 43.2 EXISTINGBUILDING ! ; AM Z EXISTING BUILDING t 4 I I l ! I EXISTING � � �# xBUILDING � i � r 1, ALL EXISTING STRUCTL* ES ON SITE AFE TO BE DEMOLISHED 2. EXISTING UTILITIES SHOWN FAR BEST AVAILABLE FEMMS. ACTUAL FIELD CONDITIONS MAY VARY 3. 7V PAFIt IM FIRE LANE' SIB SF AU BE MTALLED ON BOTH SILES OF ROAD 4. ALL STORM DRAIN CONSTRUCTED AT 1% OR FLATTER SHALL BE VERIFIED BY PROXCT ENGD\EER. CHANGE NO. NOTE ALL ROADWAYS MALL BE A MINMN OF 24 FEET IN WIDTH LTLRD E CONSTRLCTION AND MAINTAINED FREE AND CLERK 1NMWM THE PARKING ar VEHJCLES� IN AC'C ORGANGE WITH THE FIFE COCA AI€D THE ENCE41TAS FIRE D6PARTWVT NOTE PRIOR TO THE VEL-IVERY OF BUILDING CONISTFILGTIDV'V MATERIALS TO THE PRGL ECT SITE; ALL OF ThE FOLLOWING CMITIOIdS SHALL BE COMPLE•TFD TO THE SATISFACTION! OF TI•IE ENCINITAS FIRE trJEPARTMENT.' 31. ALL NET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY TI-E APPROPRIATE IW2PECT,S DEPARTMENT OR AGENCY. 2. AS A MINAR THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PACE TO PROVIDE A PERMANENT ALL NEA ThER SIACE FOR Efgr4MY VEHICLES. 3. ALL FIFE HYDRANTS SHALL BE BETALLEa IN SERVICE. f AND ACCEPTED ,BY 7 E ENCINITAS FIRE DEPARTAEN1T AhD APPLICABLE WATER DISTRICT. THIS DCL U E3 ALL FIRE [HYDRANTS THAT ARE TO BE PELOCATED. I LETTER OF PERMISSION FOR SITE IMPROVE7dENTSIGRA01M APN 254-154-64 145 EDGEBORT DRIVE BY aqUCE KNIGHT SIGNED 6114117 ON FILE WITH ENGINEERING DIVISION LEASE G Lf►DE'RGROUNDING OF UTILITIES AGREEMENT APN 254-�754-64 1542-1556 N. COAST HIGIGHWAY 101 BY jow G KELLY KENTERA, TRUSTEES € F THE KENTERA FAMILY TRUST" DATED 9122117 ON FILE WITH ENGINEERING DIVISION LEASE AGREEMENT APN 254-; `-•74, 1524 N. COAST HIGHWAY 101 BY BARBARA ANDERSON TRUSTEE OF THE BARBARA AACERSON REVOC48LE TRUST DATED 9114107 ON FILE WITH ENGINEERING DIVISION DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESCRIPTION: PT 1004 ENC-04 _ T. LCiCA TIE)N: 2&' DISC I_N DRAINAGE BOX A7 ___.. "�'•1 �L'i p IC GCS - -___----__ _ _._----- ------ - NE CORNER OF LEt4Q1'A QAKS -- F�RLAN M. AAf1f1L.I"NlC� f1A TE ----� PARK ONW SIDE OF RAINTREE DR F� AI►1VING ; RECORD FROG Rt7S 60 REVIEWER ELEVATION -. 67.639 DATUM: NA V __._ CITY ENGINEER DA TE° INSPECTOR 7-6-22 • rEE E COVENANT W-OL% CITY HARMLESS FOR DRAIMGE PER DOC Zg1% • " / I ,. ALL PRIVATER..., E.,-If SEE EWA rr • •, /I 2. 0 ' r REC ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDEP SUPERVISION OF REcO NOEo A aVEO: DATE' I�•t�•+4� _-_ � E WENS _.. �W! h 6R.TAN MICHAEL. A OLINO 12--31-19 EXP.: - .DATE /O.3y ,. �.$ DATE t L(fLl Za t S No. 71651 Exp. 12/31/19 GRAPHIC SrALE 0 2D 3C PASCO LARET SUITE & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 555 North Highwa7 122, Ste A, Sclana. 3mch.., C'A 92075 ph 858,259.82121 L'x 858.259.48121 p1saen ineering.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT 3RADM PLAN Ft 1828 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES, LLC APN: 254-054-53 FLANd' 1M CASE &U 16--151 MIS/0F:PW/TW0Q/a P ai DRAWING NO. yC 13793-G 4. SHEET 3 OF 13 ! 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TREE moo ' 4- TYPE A UITL�d 12- WIZ [x 6' DEEP ITS + WALL PER i ' M1N FOOTDNG 1 -_.-._-'EM9ED4W �JG 58.6 JI TG -9 i IE 55.1a ' HP 61.0 (TWLEFG 61.1 BWOFG EXISTING BUILDING EXISTING BUILDING L,_ 1j j/ N/015K 4MLE, hu iem i IrFD FALL.. 3� 1 FS .0 t s 4 EXISTING BUILDING EXISTING ', TO BE DEMOLISHED BUILDING � } 12.7' OF RETAINING WALL PER a., 'WEEPFa EaOR tN i�a r- JO S PER GEOTECH R .ATION -'NO PAWIN& FIRE LADE' i� TW 56.71'; RLTAINII+� MALL PER � 4 1E 51.2 TW 57.5 SIGN MGi.�NTEO TO WALL _ i11=EP HOLES OR OPEN VEar TW 57,5 TW 7.0 £ TW 66.2 1 MASMY JOBVT S PER GEOTE�I run -,. � __ J��'i7A�lr�rD�4TION . _ _,:...._,..,__.,..,�; _..- Ak 3 KISTING BUI.LI ING 13E DEMOLISHED UN PER SORSO LJ"U hO DROP ACRM) ; , 'ills PAFIK M6 FIFE LA SIGN MOUNTED TO N _ TW 56.2 -3 E FT#WG 55.7 52A ? FC �_"v...d �'t",.:_ .r .. ' F ^r-, i'..�-. ,� Ada►i 2E d IB PUBL It IMPROVEMENTS EXIS-nNG OWN HERON FOR REFEPENCE 1 BUILDING F0. 314' IP N1 CONC ;�� ; ONL Y SEE 13793-I NAIL. PERPM -- 15111801. ELY ON Lj I l METERS TO- SEE PM 21 � EX riEDGE GAS TW 55 8 SE m nrA TIED ! 1 A VEMENT � TO Fed TGP1 { TAG 55„3 I�i TW 55.6 54 EXISTINS VAYEMNI CI PER 13iJ3-I / I S11 lugy BWG 53.8 t s 7.57 -0180 �..' , c+ Al T TO GRAD _^...ram � _.:_ 1,. ..•..+�� � ' :FLM w s - , w 7^ II _ w u r y - • a : ' v w_.. �. 1 F 1 FIRS" SERVICE r t�i GF=56"4 ''�6' f - 1.4 7Wi.? ( - ® tJ�tf tJ�AIN _ I 'i4i1 PARICINI"a 'S7 FS 57.02 1 W.41 , R ^ _ LAAiE " S GNX- 'NO PKI1W6 =: L'ClN1E'CT TO TANG Blf)M' r ,,_�� B TG 57.9 . PEfR 13?S3 I ! I 61: FID %'+�� � MN W/ LOOKING` FIRE LAI► SIGN ti, ,� w •1- 5.4. FS 55g6 IMN1T iYP} IE 55.4 - I r - _ LID TO rANC 13ELOIV _ a ry 7�93-IT r WJ -ACCESS MFf LOCKING ; , - + c FS 54.4 + 13 I LID TO TAW BELOW Y -� FS �5,7 I �, 56'.4 T RIM 56.3F3 : _ �� I� -:! ;HATERSERVICE � "; �� FS .�S 1; vd1.. 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IE OUT 55.o - `Y ` , r 1 FtitR PL R OUTLET IV:8W .4 IE IN 56.5 �.�{�. f �-► - �. r .4 NCO 1 IE OUT 90.0 FF 58.5 ! RESII?ENT 1Ai. i1IV�T s� � _ � - � �i4TT� i I� RE IDENTLAL N►T 6 , TW .4 AKIN LEVEL RESIN � WZ56.3Ilk I "+# si r� A�i4IN E> � SITS BW 5 .4 + t1N1'F ". iA+l�L �� j 4 j3-S ALK MOM � ` ALAJN LEVEL AMIN LEVEL � � � - � � PER �t3?'93-I FF55.5 LEVEL - ��. _ � . v �_� r FF515 FF'5�5 _ x, PATV AS3 +#.i' .4'^•.>d.. .. t G - _ _ I : I.� v- u� rVNI �r , 4s FS 55.4 TG D 1 Ljj S 56,4 E IE 59 8 TIG 5fi,35 `� ' " TG 56.3 rW 59.4 FS -56 4 3 TO 5&3 u ,� \ • ' :, rC3 BW 56.4�i 5&.4'T' u�r" -,_ CIE 58.83 �°�'- T r - PA rI0 ,FS P / ylT i',• '. 1N GUTTER &' S.IDiI+/�Lf� f ` w 674 `WPER_ (?. 12 "k12" INLET y _ LbIGBLE' - TG 563 ._ Cfl88LE FS 54. I i °4MEp PLAN BhJILt3Il�G WALL AIP--Fl�4P IE 57.A T G Bab Rii Rr4p G 58.5 rl'u F TwG 59.5 �B -� A=G 53. i G 60.3 PERI TW;6q, Ti G 58.5 T (DWOFG 53.0) �, 52.8) (Bh9@FG 51,4) IF 44.3 2 METER K300 CNAhNEL ITN 8" F f. c •• fBh�FG 56.�) 12"XI2' BRCS BOX ENERGY DISSI TER 1 W ' PP 8Y CiT 80TTOPi OUTLET PEA ACO ORE FS 54 2 1 56.4 f 3 4" DIA 1 OLES & BAL T-QOW STEEL PA WAY '�'�r rG 51.3D .Q1) 12'k12" ma`s 80X 6f%Y DISSIPATED 2 W/ € OVER. SEE DETAIL SHEET 6. 0041ECT '�©� % IE 50.32 3-4' DIA hUZES & BaT-DO fi kTEEL: PARKNAY `', R,BM� FROM BELOW PER WD �/ r+ � � � IF 8" 0UW 43.2 f . F COVER. SEE 3 DETAIL. SiFiEET - � - . � IE 56.83 EXISTING � 1 R�1 60.:33 8.�3 scar 58.5 BUILDING j I I SOT 58 6 EXISTING ! I I EXISTING � BUILDING BUILDING FLAR { }• ;' 6R055 LOT AREA =23,430 5e TOTAL AREA EXEMPT =,23,6&G 5F FROM MAK4 CALCULATION TOTAL LANDSCAPE AREA 42.gxO.62x741 = Iq%70q ETO STORMWA TER NOTES: ALL RESIDENTIAL DECK INLETS TO BE ROUTED TO PUMP IN GARAGE TO BE PUMPED INTO BIORETENTION BASIN BF -A FOR S TORMWA TER TREATMENT PRIOR TO BEING ROUTED TO UNDERGROUND TANK RAISED PLANTERS, OTHER THAN BID- RETENTION PLANTERS, TO HAVE DRAINAGE COLLECTED AND TO OUTLET ONTO CONCRETE DECK TO BE COLLECTED BY DECK INLETS. i ALL S TDRMDRA IN PIPIM WITHIN BUILDING FOOTPRINTS PER THE BUILDING PLAN FS 55.05 BURDM PER 0" FS 477 F5 47A-j Di -ET PER PLAN__._ DRIVE AISLE PROFILE 8' PVC r0 C LEOWT --- NOT TO SCALE PL I I d 14= SECTION S-B NOT TO SCALE GRAPHIC SCALE 1..-10' 0 10 20 >EssxO,y Ac , PASCO LARET SUITER No. 71651. Exp. 12/31/19 & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Nnghw&7 102, Ste A, Solana Beach, CA 92075 ph 858.259.82221 % 858.259.4812 1 pisaeng neering.com CHANGE NO. [DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITE' OF ENCINITAS .. DEVELOPMENT SERVICES DEPARTMENT DRAINING NO. DESCRIPTION: PT 1004 E -04 LOCATIOAt 2.5" DISC IN DRAINAGE BOX AT NE COFR OF iEADIA QAKS PARK ON w SHE OF R4INTFE'E 1R REC FROH ACC 184g6 ELEVATID 1' __ 57.s39 DA Till:lA VCB�- '�•I'77.2. INT. DATE' PLANS PREPARED UNDER SUPERVISION! OF DATEl� � �_`�___ .__.. R.C.E. 1o.: 71651 T BRIAN MIS AID INO EifP.: t2-31-1iA • AEc Nora: A VED. -/�/�""'.,..� � OWEN5 � �i31G.+ �� l�}cA� TEa DATE f I $ GRADING PLAN FOR: 128 N. COAST" HIGHWAY 'I079�TG ENCINITAS PROPERTIES! LLC APN: 254-054-53 PLAIWWBE CASE ND:.16-15J j2210*W/TM''1i1 1CDP t� PILIC mows N M. AR�L� tb4iE - - CITY E1VGL EER DATE � F VIEIdER SHEET 4 OF 13 -_ INSPECTOR PLSA 2540 9/11/20113 i STA STA 5+85.51 12' LT (FS 63A STA 6+85.51 0.5' L (FS 63.2j NOTES: PERVIOUS PAVER DRIVEWAY SHALL HAVE A LOAD RATM CAPABLE OF SLPPORTIM LNG? VACTOR TRUCKS AAC FIRE TRUCK LOADING. PL I I LL VARIES ! 2% 6 "X27" PCC CURB 14 GRAPHIC SCALE 0 10 20 30 CHANGE NO. DESCRIPTION ?1 ' ACCESS EA 2' PCC RIBBON GUTTER VARIES All T - PIC l7CTa ralra Ar% Liao o rw—n n i sn n n PROPOSED PAVER—/ EXISTING ASPHALT-1ACCESS DRIVE DRIVE TO BE REMOVED 0 HT FLUSH CURB-11 :7 2" PVT WATER SERVICE PER MEP EX. LWD 8" VCP SEWER EDGEBURT DRIVE TYPICAL SECTION STA 6+99.78 TO 7+60"51 NOT TO SCALE APPROVED DATE BENCHMARK DESCRIPTIONPT 1004 ENC--04 LDCATION: 2.5" DISC IN DRADVAGI AE CORNER OF LEUCAD] PARK ON W SME OF R RECORD FROM' ADS 184fa.. ELEVATION 87.639 _ DA TUM• NAVDBB� PL.ANVIEW VIEW: EDGEBURT DR (PV7) SCALE i =40' PL I I 12' VARIES 21 PCC RIBBON 10 i GUTTER I � RETAINING WALL — 2X _ VARIES PER SDRSD C-4 WEEP HOLES OR OPEN VERTICAL ___ __. PROPOSED PAVER MASONRY JOINTS PER GEOTECH o__ ACCESS DRIVE AECOMMENDA TION 0 HT FLUSH CURB EXISTING ASPHAL T DRIVE TO BE REMOVED 2" PVT WATER SERVICE PER MEP EX. LWD 8 " VCP SEWER EDGEBURT DRIVE TYPICAL CAL SECTION PL I li VARIES i—�1 RETAINING WALL I 2% PER SORSO C-4 21 024' ACCESS EASEMENT 2' PCC RIBBON GUTTER VARIES L REGRAOE TO MATCH EXISTIYG PA VEAE7VT' PER 1370-I .57 � k SENSR M4 02-0190 T TO GRADE 13793-I EOGf9MT STA 10+00.00 5. i. 3.` EX. 12" AC WATER MAIN PER WO-70-7 (D PRIVATE STORM DRAIN DATA TAELE LINE LENGTH CHORD113EARING RADIUS DEL TA COMMENTS L 1 114.18 ' N74 '55 '11 'E -- -- 12 " PVC @ 0.52% L2 11.50 ' N15 "04 '49 ' W -- -- 12 " PVC @ 0.87% L3 114AB N74'55'11'E -- -- 12" PVC @ 0.52% L4 11.50' N15 "04'49'W -- -- 12" PVC @ 0.87% -- 0 HT FLUSH CURB WEEP HOLES OR OPEN VERTICAL _-" - •---- PROPOSED PAVER ACCESS DRIVE MASONRY JOINTS PER GEOTECH ,. — -- - RECOMMENDA TIDN ._ -------- __.__ _.-. �`-- 2" PVT WATER SERVICE EXISTING ASPHALT PER MEP DRIVE TO BE REMOVE STA 7+66a51 TO 6+ 19 NOT TO SCALE AS -BUILT APPROVALS 7NTDAPLANS PREPARED UNDER SUPERVISION OF BRIAN M. ARDOLINO DATE PUALIC Wows. DA TE j • t 9j PLAl�WDE iVIEWERR.C.E. NO.: 71651 BRIAN �ZICHAEL (7LIN0 CITY ENGlAM DATE INSAECTOR EXP.: 2-12" PVC STORMORAIN PIPES v���$�,- -W& BEGINING AT STA 8+46.32 ` L uj EX. LWD B" VCP SEWER Expo.12/31/19 EDGEBURT DRIVE TYPICAL SECTION ulk STA 6+ 19 TO 9+60 6FcA NOT TO SCALE PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North 13 ghway 19h, Ste A9 S®Rana Bench, CA 92075 Ph 858.259.8212 I fx 858,259.4812 1 pllaun nneerin .cum ENGINEERING; DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RECO ;NDED.* APPROVE GRADING PLAN FOR.'!✓ice 528 N. COAST HIGHWAY 101 ES S 6WA*D td%AA-Z ENCINITAS PROPERTIES, LLC L� ,� / yo f B APN: 254-054-53 DATE /O f B DA T PLANNING CASE ND: 16-151 MLFMW1DRM 1TW010/C0P DRAINING NO. 13793-G SHEET 5 OF 13 PLSA 2540 9/11/2018 NOTES' DR AWE AND STRLCTLAAL REOUD E"MENT'S. BOTTOM 1.C1-iE'CK DAMS TO BE USED FOR INSTALLATION WITH SLOPE DOES NOT MVE TO BE PARALLEL TO TOP SLOPE. BOTTOM SLOPES GREATER THAN 29 L[INGrW1N4IL, OR AS DTFPB'CTEO BY TIE CONTRACT DOCU14ENTS. 4. FOR FACILITIES WITH IMPERMEABLE LINER MIND" BOTTOM SLOPE SHALL BE 2X TO DRAIN DRY. 2. DISTANCE BETWEEN STEPS IS DETERMINED BY THE SLOPE OF THE PAVEMENT TO ACHIEVE A STEP NO 5. TRANSVERSE BOTTOM SLOE'S AND [MOSS SLOPES MORE THAN 12" TALL. SHALL BE LESS THAN 39. 3. BOTTOM SLOPE-OX TO 5X BUT NOT STEEPER THAN TOP SLOPE. PER tESIGY PLANS. ENGINEER TO DESIGN SYSTEM TO ACHIEVE 'STORAGE DRAWING NOT TO SCALE DRAW RYMA- I CHI P. SAN DIEGO COUNTY DESIGN STANDARD Res APPRIM DATE READ INIMED B1F.SiUAU I MM, P APPROVED BY 00": slow PERMEABLE PAVEMENTS SIM " ELEVATION 1 DRAINING aD�� slmjsxo NUMBER GS-5.4a �PZ-qff k�fl LONGITUDINAL SLOPE > 2% NOTES 1. DECK DAMS TO BE USED FOR INSTALLATION WITH BOTTOM SLOPES GREATER THAN 2% LONSFWINAL, OR AS DIRECTED BY THE CONTRACT DOCUMENTS. 2. DISTANCE BETWEEN STEPS IS [ETE9MINED BY THE SLOPE OF THE PAVEMENT TO ACHIEVE A STEP NO MORE THAN 12" TALL. 3. BOTTOM SLOPE = OX TO 5% BUT NOT STEER THAN TOP SLOPE PER DESIGN PLANS. ENGINEER TO DESM SYSTEM TO ACHIEVE STORAGE DRAWS AND STRUCTURAL RECAIDU4ENTS. BOTTOM SLOPE DOES NOT HAVE 710 BE PARALLEL TO TOP SLOE, 4. FOR FACILITIES WITH WATERPROOF MI M MNE MINDEW BOTTOM SLOPE SHALL BE 2% TO DRAIN DRY. 5. TRANSVERSE BOTTOM SLOPES AND GROSS SLOPE'S SHALL BE LESS THAN 39. DRAWING NOT TO SCALE DRAWN B CKM BY: MMMM By.-M RT % KUHN, PA APPROV® BY COUNTY EFWIM DAIS «OJ49.A CHECK DAM RESERVO LAYER - ° 7. LA YER UYCOIMPACTED Wd` PVC SIfET SEE NOTE 2 U COWACTED SUS154MDE NOTES 1. SABLE LINER OR LOW PEIVEABILITY GEOTFXTILE (PERMITTIVITY OF 0.05 SEC OR LESS). 2. S-EET TO BE 318" PVC S-EET TYPE I GRAY. DRAINING NOT TO SCALE DRAYM PAIL_ CHECKED By.& . RECIMODED BY:STUART VL KUHN, PA APPRIM BY CQUNTY 04GR ER DATE BUILDING WALL SAN DIEGO COUNTY DESIGN STANDARD PERMEABLE PAVEMENT CHECK DAMS J RE19SiONS IAPPROVEDI DATE DRAWING NUMBER t��7 GS-5.4C I DOWN SPAT �- PROPERTY LAVE 12"XlB* OVERFLOW DROUSHT TOLERANT }MISER x PLANTS (TYP J 18" ENGINEERED SOIL INSTALL 3" MIN. PERFa * SEE NOTE BELOW ail - - - PVC SL60RAIN AT BOTTOM OF GRAVEL f - L 1 I i I 6" OF 3/4" GRAVEL SECTION ��. I :�I�- ** SEE NOTE BELOW FF 56.5--\ {. ;� ,,�u_.:,�rr�, BUILDING/PLANTER WALL PER OThERS * BIOFIETENTION 'ENGINEERED SOIL" LAYER SHALL BE MIND! 18" DEEP "SANDY LOAM" SOIL MIX WM NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN SD-60X SANG 20-30% COMPOST OR HARDWOORD MULCK AND 20-30% TOIL. FREE OF STOP STLWa ROOTS OR SDIILAR O& ECTE AND ALSO FREE OF NOXIOUS NEEDS. ** 314" CRUSTED ROCK LAYER SHALL BE A MIN OF 5" BUT MAY BE UMEWD TO INCREASE THE INFILTRATION ANO STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. ALL BIC)RETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW SAN DIEGO COUNTY DESIGN STANDARD FIENM APPRIM DATE ADJACENT FINISHED SUWACE. NOT TO BE MIOOIFIED WITH A PERMIT FROM TlE CITY OF ENCINITAS. PERMEABLE PAVEMENTS DRAWIN I BIOREZENTION DETAM (B.- A) ELEVATION - 2 NUMBER GS-5.4b NOT TO SCALE DESCRIPTION APPROVE® I DATE BENCHMARK AS -BUILT APPROVALS UMA I I HL7 I UMA DESCRIPTION.* PT 1004 ENC-04 IN DA TE PLANS PPEPARED UNDER SUPER VISION OF LOCATION: 2.5" DISC IN DRADVAGE BOX AT - NF CORNER OF LEUC,4DIA OAKS -- __ PUBLIC WORKS DATE: PARK ON W SIfJE OF RAINTRE'E DR BRIAN M. ARDCILINO GATE -T Iu •4B• 1Q� PLAWM RECORD FROM: ROS 18416 R.C.E. NO.: 71651 ELEVATION 67.639 REVIEWER BRIAN MICHAEL _. DOLINO 12-3�-19 DATt)M� NAV�188 CITY ENGINEER DATE INSPECTOR �1,1� 7-6-2 EXP.: BUILDING WALL --\ I I 12" PVC OVERFLOW STRAP TO BOLLARD , ■ ! Y! WN lira ' I� C C K VALVE 2" PVC PRESURE PIPE OX M4 L E..�OF ' I5"P�WYE, _y. ..., - CVD WATER E1=39.4f AL TERNA TDV [FLEX PUMP SYSTEM - 2 - HYDRWTIC NON CLOGGING SU3MEASIBLE PUS'' W/ 112 hP 115-46OV, 1 OR 3 PR 1.4-10.7 AMP MOTOR & INTERGRAL LEVEL CONTROL SWITCH. MIN 90 GPM (SE 5PECIFIC.4TIONS & DETAILS PER ZOELLER ®� PIMPS 130 SERIES OR ECIIIAL) • STORMWATER STORAGE TANK DISCHARGE SYSTEM DETAIL NOT TO SCALE I ROAD EASEMENT SPOUT DROUGHT TOLERANT PLANTS (TYPJ RISER LOW 6" MIN 18" ENGINEERED SOIL * SEE NOTE BELOW i � '1 1 -i' 3�-r1--'-- it FF 56.5 _ ._ , �, B" OF 314 " GRAVEL ** SEE NOTE BELOW PLANTER PER ARCH 'f WTALL 3" MIN. PE f F IE PER PLAN PVC SUBDRAIN AT BOTTOM OF GM VEL SECTION. Z Cl1ECT TO RISER 6" PVC OUTLET PIPE S--1% MIN a 4 as * BIORETENTION 'efiDENED SOIL- LAYER SHALL BE MINMW IS" DEEP "SANDY LOAM" SOIL MIX WITH NO MOW THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% C94:10ST OR WOWOORD M1ULC% AND 20-30% TOPSOIL, FREE OF STONES STUMPS, ROOTS, OR SIMILAR DBXCTE AND ALSO FREE OF NOXIOUS NEEDS. ** 314 " CR jShIE'D RAC LAYER SHALL BE A MINI114#4 OF 6" 13UT MAY BE DETAIL TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AAD SHALL BE SIZED BASED ON CALCULATION. ALL BIORETFNTION PLANTERS TO BE DEPRESM0 AT LEAST 6" BELOW ADJALENT FINIShED SURFACE. ACT TO BE MODIFIED WITH A PERMIT FROM TTE CITY OF ENCINITAS. BIORETElMON DETAIL, (BF B ) NOT TO SCALE DISSIPATER 2 BOLT-DOW STEEL PAR'CWAY COVER RIM 50.33BROOKS BOX 4" DIA. OPENING (TYP) IGC 58,8311 DISSIPA TER I BOL T Ste- FG 58•5 f COIBELE RIP -RAP AROUND PARKWAY COVER ALL EXPOSED SIDES OF BOX 12'k12" BROOKS BOK FROM PUMP DISCHARGE RIM 60.33 PIPE BELOW. �� 90 ' BEND �A� �O 4" DIA. OPENING �� "' �� 6" PVC PIPE (TYP) IE 57.5 �f IE 58.83 , FG 5EI.5 COBBLE RIP -RAP AROCM ALL EXPOSED SIDES OF BOX` 900 E0-/ 2-4" Rom' DISCHARGE PRIES FROM BELLOW PER MEP *SEE MANUFACTURER'S SPECS FOR MORE DETAILS o� ESS�o BASIV BF A - - -- ARNic�A�� ENERGY DISSLPA TER .DETAIL Co NOT TO SCALE m No. 71551 Exp. 12/31/i9 `SIG.- cIVr1,-IA ENGINEERING DIVISION APPROVALS FECO NDED- AP DV ` JES OWENS DA TES vL= d1Ze DATE c1 14 zz? l's PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 NDrth Highway 101, Ste A, Solana Beach, CA 92975 ph 858.259.8212 E ffz ,555.259.48i2 ( p1saengineering.coT CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT NG PLAN FOR 1523 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES, LLC APN: 254464-53 PLAWJNG CASE NO: 16-151 DRAINING NO. 13793-G SHEET S OF 1.3 PLEA 2540 9/27/2018 i PREPARED BY: SOUTHERN CALIFORNIA SOIL & TESTING . DATED: SEPTEMBER 2, 2005 B. REVISED PRELIMINARY GEOTECHNICAL INTERPRETIVE REPORT PROPOSED COMMERCIAL AND RESIDENTIAL DEVELOPMENT Va 1528 N. HIGHWAY 101 v CITY OF ENCINITAS, CALIFORNIA PREPARED BY: EARTH STRATA GEOTECHNICAL SERV SCALE: 1" = 16' DATED: SEPTEMBER 12, 2017 1wa 2. SOIL DESIGN PRESSURES A. PASSIVE EARTH PRESSURE = 33 /FT B. LATERAL EARTH PRESSURE PSF/FT C. TRAFFIC LIVE LOAD SU ARGE = 100PSF 3rmvrj?44. v4xw fiPft"6D D. BUILDING SURCHA = 500PLF (LATERAL LINE LOAD) 6Y EJ61L/ A TAF;6Bv►L"T Gao"IPAA/Y s s Know w s below. 3=� I before you dig. DIG ALERTS ! TWO WORKING DAYS BEFORE DIG ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT E GENERAL CONTRACTOR SHALL LOCATE Ot POTHOLE (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH TRENCH/EXCAVATION PERMIT NO -- _ _ _ _ _ _ _ _ LEGEND T.O.W. = TOP OF SOLDIER BEAM WALL B.O.W. = BOTTOM OF SOLDIER BEAM WALL BY OTHERS = WORK OUTSIDE SHORING SCOPE (P) = PROPOSED (E) = EXISTING PROPOSED IMPROVEMENTS IMPROVEMENT SYMBOL TEMPORARY SOLDIER BEAM I TEMPORARY TIMBER LAGGING �- SOLDIER BEAM COUNT O DETAIL/SECTION CALLOUTS x Nv 3x12 DF#2 TIMBER LAGGING ._._..... TEMPORARY PIPE STRUT (Pn) --------------- m C 80503 0' 3/31/19 )'- cw L SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 ,SEGO, CA 92129, (760)586-8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTME DRAWING NO. 1 RR TR RR utth dAl6mer Z7 lq DESCRIPTION: PT. 1023 134WCCS2 LOCATION: 2" DISK IN MEDIAN OF LEUCADIA BLVD. 141' WEST OF LEFT TURN ISLAND AT QUAIL GARDENS RECORD FROM: ROS 18416 ELEVATION:60.601' DATUM: NAVDBS ,. ... mk .. „>1�`"Y) F..��..r�£5��c...ad.tC...xi'.. �.i2'ni.if?C�".v�^.5'; �"" ., 1., ...... aM. �S�a4..,.4»...:nx ..Ax���^ INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE:�o. I � R.C.E. NO.: 80503 - ROY P. REEDEXP.: 3 31 19PLANNING .,'YCE. -:V'^ "u m v, ^'°qua' � -{; Pkfi. i'. ��s �i>-s• Y:n RECOMMENDED: APPROVED: JESSE S � WOOD L JlAk - o /$ u . .N>, "= .�` �:r� 2,� x,:.; �; •� .� ✓✓ ��4 *f', K'. vF -.`Y d %^6";?sx.::L°Y„". .3';F1.. .w..sw,G...k..• :.st`. w• *.., a�'-a�s� r .._ v"�� '�^ 'i£ �xf, .. .....> ,.2§F ,. ...f'x.--., _. ,.. /.f ..i.: ...' '�rE,'%..., TEMPORARY SHORING PLAN FOR: 1525 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES, LLC - APN: 254-054-53 CASE NO: 16-151 MUPMOD/DRMOD/TMMOD/CDP c �- x ^;a+ <„� n: u. , Y„ .t"� ..:. 'w`4/dfib4'�2...;:: vi"':° :i t'� "°.��Is§y', iCS°;.T'A".a MLa Sx :M a4.1'i"�:lh - „4.-v ^F °e!T". . /.. S,.K.., .iP^'"^n ,n .( ..§ �°qf w F 5 ,9 , ! e .d "� s. v4 !. ��ry �,£ .r 5 'u d, .4 i➢. 1�G PUBLIC WORKS ROY P. REED DATE PLANNING ' REVIEWER sr" �xC C, .,..x+ .i ....... , t,. .F •,?r' .. .4�x��, .. ... .. .:.k}.. .! ? F� 5�, C ITY ENGINEER DATE . . ,. ,.:.,,;;55qq t'. " .'�r .-�i-.,^,f�v!/ 'S'.�r .:✓, aayy qq��,, ... < v.. . a . - a➢ .v...,f,;.'fi,..A,.:`G,wu.f.!n s:.:F:.lsn, a.,6�,�r�,£.._ �... _...ea➢�.... �_: �!3L'�#ix IN EDATE r, �' r '•� i �>...se� ,,.v� ;$SEm��.t..,.�.... — — ':: "SG SHEET 8 ®F kF r , i E f f I 4 f f f fi f I C i I h tP C I � PKUPLK I Y LINt I ) I EXISTING BUILDING DESIGN CRITERIA A 1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORT(S): A. REPORT OF SOIL INVESTIGATION HIGHWAY 101 MIXED USE PROJECT 1528 N. HIGHWAY 101 LEUCADIA, CALIFORNIA PREPARED BY: SOUTHERN CALIFORNIA SOIL Et TESTING DATED: SEPTEMBER 2, 2005 B. REVISED PRELIMINARY GEOTECHNICAL INTERPRETIVE REPORT PROPOSED COMMERCIAL AND RESIDENTIAL DEVELOPMENT 1528 N. HIGHWAY 101 CITY OF ENCINITAS, CALIFORNIA PREPARED BY: EARTH STRATA GEOTECHNICAL SERVICES DATED: SEPTEMBER 12, 2017 2, SOIL DESIGN PRESSURES A. PASSIVE EARTH PRESSURE = 335PSF/FT B. LATERAL EARTH PRESSURE = 35PSF/FT C. LATERAL EARTH PRESSURE = 42PSF/FT - 85PSF/FT (WITH SLOPE) D. TRAFFIC LIVE LOAD SURCHARGE = 100PSI= E. BUILDING SURCHARGE = 500PLF (LATERAL LINE LOAD) SCALE: 1 " = 16' NOTE: TOP T-0" OF SOLDIER BEAMS Et LAGGING SHALL BE REMOVED FROM THE PUBLIC RIGHT-OF-WAY PER DETAIL 6/SH14 (SB# 42-50) STRUCTURAL REVIEW PERFORMED BY ESGIL, A SAFE BUILT COMPANY AS PLAN CHECK, 19-248 ON 2/12/19 NEW SHEET Know what's below. Cal I before you dig. DIG ALERT! ! TWO WORKING DAYS BEFORE DIG ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT Et GENERAL CONTRACTOR SHALL LOCATE Et POTHOLE (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH TRENCH/EXCAVATION PERMIT NO — _ _.. — — — _.. — - LEGEND T.O.W. = TOP OF SOLDIER BEAM WALL B.O.W. = BOTTOM OF SOLDIER BEAM WALL BY OTHERS = WORK OUTSIDE SHORING SCOPE (P) = PROPOSED (E) = EXISTING PROPOSED IMPROVEMENTS S IMPROVEMENT SYMBOL TEMPORARY SOLDIER BEAM I TEMPORARY TIMBER LAGGING SOLDIER BEAM COUNT CD 100 X DETAIL/SECTION CALLOUTS Nv x DESIGNATES 3x12 PRESSURE TREATED FOR GROUND CONTACT LAGGING - - TEMPORARY PIPE STRUT (Pn) SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 CHANGE Nq, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN Y: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO, RR TR RR -E Al NEW SHEET 7 DESCRIPTION: PT. 1023 134WCCS2 LOCATION: 2" DISK IN MEDIAN OF RN ISLAND IA AT 141' WEST OF LEFT TURN ISLAND AT INT. SATE PLANS PREPARED UNDER SUPERVISION OF DATE: `� 26 lq RECOMMENDED: APPROVED: TEMPORARY SHORING PLAN FOR: 1528 N. COAST HIGHWAY 101 13793-G PUBLIC WORKS . PLANNING QUAIL GARDENS ROY P. REED DATE R, 4EA ENCINITAS PROPERTIES, LLC RECORD FROM: ROS 18416 R.C.E. NO.: 80503 J JESSE OWENS RD J. WIMMER APN:254-054-53 REVIEWER �- ELEVATION: 60.601' ROY P. REED -� m :. u k.. ...,......aaR'.�,....-,.�..��."t�'.'>�'.. h. ? ^4;,;:e "..:'.'-..., .:rs C n r. ai "' t'>b"3"f„ .., e ,. a : i 4, '; 4 . ..._: :. �,.:. .,i .a .. s's s � tl : w E :.. , , . ,: ! . .�.:.:c"..: �F�t „s..,�....,xis._.�.,R...t.�.,`>k'z`�.�.?e.x.s.���? S�.F,'a.,"y �u'.'.���'....'. �r'�s'.r....?>'..�a'i ,.. ,.�..�M...... - - ;�-.. *.,'�*: 3' �' _ ..R;�' � ": ka'¢r�0';,.'k2, °l X k'i ,. .. � ,..n:....,.,...a ^.a..s�.: ,.., . ,. r'�"�.�... DATUM: NAVD88 .. .. _. ." r' v ri-t^'$' 'r":W„'::'.°''S., '',i'Fv":d Y'T- 'Y'.;' �py '"Yz�,.. 6.'i' >a -'a^, x<vr , .. : ..a. , .. >,. ,.. :'. x . 'R � .. 'n n • �`�1. , !` : ,as.� ��.`�;& z. m .�m .r z. �r ..i -��., �sbx. x..94aw.s�' ..,..�3''�' ..... afa,.r,�.r.os za,��`1�...^:dc,.:u,i...az....r...,.: �i� ., ...�az ,.'�„ ,.�... CITY ENGINEER DATE rm:.e:;r,: „t; ; i,- .. ..y: °. w .:.. ,. :. ""i°F, 1, '°i. S F- °':. �7:A ., � :�. 0 0 ';,a:1 �f �' r'"` 9 r r�`?i t r.e:.R' T<� .�:^ ..a. .. r..nn.n.. .� .,i.u: .am'�:`day.,.ui.:..�..°.r�.s"f_x,.,.....'x"f.',i .:5.,'..^,cM;�.:C'ix;^,�� i.. 4''M„�1���" �kna�'.,...a%�S-t INSPECTgR ,N .r .d .4i _d.:-':;. -s„F,:'>':r : .... ...,......�.�._.ric.^, ." .t w° �'°. _.�.."�.W �.av:%" ........ EXP.: 3-31-19 H.y.ro^.�:',"; n � ,.... ., .. , x ... w 4-:.,,.._. y.. DATE DATA ' -.I a§., f ', �� " z'a� _+�a�.-'i'.-:..: PLANNING CASE NO: 16-151 MUPMOD/DRMQD/TMMODlCDP ..� ,:r�. ,.,;y.: ✓ ^ 'i'r°5 ' =3;r '�, n � F ",4q �.,.�,yy . SHEET 8A OF 16 i ,�:'..3�"� J 5C T.O. W. = 54.00' ---- -- B.O.W. = 50.00' PERCHED GR - 1+VATER ELEVATION = 39. 2161 �� 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH11 FOR SHORING ATTRIBUTES. 2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. REMOVE THE UPPER T-0" OF TEMPORARY SHORING ENCROACHING INTO THE PUBLIC RIGHT-OF-WAY, UPON COMPLETION OF THE PROPOSED CONSTRUCTION. T-0" 8'-0" 4 SPACES C T-0" O.C. = 28'-0" n (E) GRADE, TYP.�j f T-6.. 8'-0„ 7'-0" CORNER STRUT/ANGLE BRACING (SEE DETAIL 2/SH12, TYPICAL) n . I I 5H11 - . B.O.W.= I _ - _ B.O.W. = t I 43.00' 43.00' SB#1 LDIER BEAM CHEDULE) I I SB# S13#3 SB#4 SB#5 SB#6 SB#7 PROFILE - LOOM SCALE: = C10x20 CHANNEL STRUTS (SEE DETAIL 1 /SH12) tl a —B .=38.00' B.O.W.= d 38.00' I h ELEVATION = 39.00' LEGEND: T.O.W. = TOP OF WALL B.O.W. = BOTTOM OF WALL ----------- ---------------- - ---- DESIGNATES 3x12 PRESSURE TREATED LAGGING -------------------- PROPOSED TEMPORARY SHORING (TYPICAL) 1 ` \ SHII Pi UK ROPERTY LINE 4 l -_ PROPOSED PIPE STRUTS\ r e SH1I ` (SEE DETAILS 2/SH12) E 1- RY BUILDING T I , `'`x=` I 13` PROPOSED GARAGE ` p�F SCALE: 1" = 16/3' C 80503 n ri EXP. 3131 /19 ctvt`P/ SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 AGO, CA 92129, (760)586-8121 CHANGE NO. ► DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: PT. 1023 134WCCSZ LOCATION: 2" DISK IN MEDIAN OF LEUCADIA BLVD. 141' WEST OF LEFT TURN ISLAND AT QUAIL GARDENS RECORD FROM. ROS 18416 ELEVATION: 60.601' DATUM: NA_VD88 n AS -BUILT APPROVALS INT. DATE PUBLIC WORKS ROY P. REED DATE PLANNING REVIEWER CITY ENGINEER DATE INSPECTOR -6-22 DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS RECOMMENDED: APPROVED: ^ ""�'~� JESSE W N 3 i� `} J Lit �ji I__ I DATE DAT CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMEN TEMPORARY SHORING PLAN FOR: 1528 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES, LLC APN: 254-054-53 PLANNING CASE NO: 16-151 MUPMOD/DRMOD/TMMOD/CDP DRAWING NO. 3-G b RR TR RR PLANS PREPARED UNDER SUPERVISION OF DATE: 1-10-Aft �--- R.C.E. NO.: 80503 � ------� -- ' ROY P. REED EXP.: 3-31-19 - SHEET 9 OF 1 u (E) GRADE, TYP. T.O.W. = 57.00' I B.O.W. = 53.00' DRILL $. SET S13#1 IN 3/4" CRUSHED ROCK FOR REMOVAL UPON COMPLETION OF TEMPORARY SHORING. PERCHED GROUNDWATER ELEVATION = 35.00' NOTES: 1, SEE SOLDIER BEAM SCHEDULE ON SHEET SH16 FOR SHORING ATTRIBUTES. 2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. CONTRACTOR SHALL CAP Et FILL DRILL SHAFT VOIDS UPON REMOVAL OF SB#1,ACCORDING TO THE ONSITE GEOTECHNICAL, ENGINEER. 1. DRILL Et SET SB #1 IN 3/4" CRUSHED ROCK BACKFILL FOR REMOVAL UPON COMPLETION OF TEMPORARY SHORING. 2. REMOVE LAGGING FROM NEIGHBORING PROPERTY UPON COMPLETION, IN LIFTS APPROVED BY THE ONSITE GEOTECHNICAL ENGIENER. 3 I 51�14 ICI _ __-_7__1_. _ _._. . . SH14 �.........: ti T r% \Rl __ Eli -I vo ......... .. .. .. ............ .. . ... . . ...... ... .._ .24 F A k . 8'-4" 3 SPACES 8'-0" O.C. = 240" — T-0" T-0" 9'-0" TEMPORARY 1-1 SLOPE (BY OTHERS) kkk — en den O O 5 3.00' A— T.O. B. � 54.00' T.O.W. = 52.00' T.O.W. = 52.00' _ s f `z im _ Eli -, - - a d 5 e f 4 4 44 L ff B. .W.- a B.O.W.- L_ _ I �4 ,rs _ -..... ... j 43.00' . 4 `'�'. 4. 43.00' BOW40 ✓�s....I ...... 1 — ... ...� ..... ..I �.....X i. _. X . 00 - kl�l,: B-.. Sie , II I051 I 11 I l I I I I 4oO.oW o'j . I I SOLDIER BEAM I I „D„ (SEE SCHEDULE) $f. 41 w yI I I I ICI,! I I IRAN jjj7 II Ixal �all. �.] I011 I I�.I ICI I�,I I�I I� I I ICI I I 1 0 SB#3 SB#4 SB#5 SB#6= SB#7 SB#2 SB#8 L,rJ a PROFILE - LOOKING WEST SB#9 SB#10 SCALE: 1" = 16/3' EXISTING BUILDING PROPOSED RETAINING 5 '. PROPOSED ELECTRICAL WALLS (SEE CIVIL DWG.) VAULT (SEE CIVIL DWG) PROPERTY LINE i a £4, _ I ! - REMOVE UPON PROPOSED TEMPORARY COMPLETION SHORING (TYPICAL) — — -- — iI SH14 PROPERTY LINE - _ - I TEMPORARY 1 1 SLOPE (BY OTHERS, TYPICAL) PROPOSED GARAGES I PROPOSED WATER TANK SCALE: 1" = 16/3' NE►Ill SHEET ~E 50.00, SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RR TR RR 1 NEW SHEET DESCRIPTION: PT. 1023 134WCCS2 LOCATION: 2" DISK IN MEDIAN of IA 141' WEST OF LEFT TURNRN ISLAND AND AT AT QUAIL GARDENS RECORD FROM: ROS 18415 ELEVATION: 60.601' DATUM: NAVD88 �dJMSHEEE�T �arae , �,; u, �.,'�1:d�b'.-f x�T.. INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: Z'�` I� R.C.E. NO.: 80503 ROY P. REED EXP.: 3-31-19 �.� .�i. t :.. :., r ., � °M�'h.: S^' k�F��W`a8..%'k..?:.w:. �a�� 5 ,..,�f,-uaY°..� � RECOMMENDED: APPROVED: JESSE OWENS E aRD J. WINNER D �T� DATE --,.:..�i��.!t.,t:�C.:i�r..'a:Xa.'f�L,'21�...�.�"at3A,d.L.:.M��"^'..,_(.,...nG«-.5.-:..,�.:2?,a.%:'.G..e.Wh�(:w�4���. - .>}^`� �. .1 ..BP: � ✓, ,%C`, TEMPORARY SHORING PLAN FOR: 1528 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES, LLC APN:254-054-53 PLANKING CASE NO: 16-151 MUPMOD/DRMOD/TMMOD/CDP 6 d y�ys- 3' ,i �{? rL r�� 5.,., A- .,.�"�t.�'b:v1H»`,RF...�"�i.�M`L.���f...,a.nuS., eCn:....... ..> '�� 13793-G PUBLIC WORKS ROY P. REED DATE PLANNING REVIEWER <' .r�� CITY ENGINEER DATE fir, o r' ;s '^��,, .vr � x.�'.L'Ye.Ys}?'^�...'CY.✓f�. _._... INSPECTOR .rkti.'7 _,. a ..' ,. s.: _...... ,. T. �.., M: _..• �. ".'T :_�_ u 50.00' 50 00' BOTTOM BRACING CL.= 49.00' E NL Mifwf z : i% ` H i� 4 - - --........ ..... ....... _. H _.-...-.,... r _ -- C1 CHANNEL STRUTS SEE D 1/SH12 ,< S2 — — — — — —- — — PERCHED GROUND WATER ELEVATION = 39.00' B.O.W. - 38.00' - SOLDIER BEAM (SEE SCHEDULE) NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH11 FOR SHORING ATTRIBUTES. 2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. . ............. ............ ..........' n ... _ ___... _ ---- ' —._ 4 q s .:a E ` 'e s 4 4 , t - —� q ,g 4 v �l .' 4 - - - g _ - - a n, _ ..__...._ _ FRS s f; q � A r 4 q i srv,. .., � � a a ,> 4 � s ;'>i a q,- 4_--A,.., r _ a 4 .. q a _ 43 r, .: : , - -, m 4 — F B.O.W. B•O.W.-,, k 4 gg 43.00' 43.00' 43.00' E, rM �4 PERCHED GROUND WATER 4 *x 1 I F ELEVATION = 39.00' -- , 3� . ,� B.O.W._ z:�_ SH11_ F 38.00'I I I I I iI II II l i ICI �.,���wNN K �W "tau �,� Isl i�i I�,I II Ii ii Ili ICI _. FI i i iI I I SB#23 I Ili I9I Ii iI f. LEGEND: LOU LEE a SB#11 SB#12 SB#13 SB#14 SB#15 SB#16 SB#17 SB#18 SB#1 ® SB#2 SB#21 SB#22 T.O.W. =TOP OF WALL NOTE: BUILDING ENCROACHES BEYOND PROPERTY LINE. SHORI E - T CONTRACTOR SHALL VERIFY M £t SHORING PLACEMENT R TO FABRICATION, PROPERTY LINE— 'ww%/, 14or PROFILE - LOOKING SOUTH SCALE: 1 " = 16 / 3' 14 BUILDING 17 .. SH11 3 I STORE BUILDING 2a CAUTION!!! EXISTING OVERHEAD POWERLINES (VERIFY REMOVAL PRIOR TO BEAM FABRICATION) Y2 ...� .... .... .. ,,€; SCALE: 1" = 16/3' w ca C 80503 m a Exp. 3/31/19 CW TEMPORARY 1-1 SLOPE (BY OTHERS, TYPICAL) SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN 0, CA 92129, (760)586-8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVAL: ESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMEN DRAWING NO. RR TR RR E t � VOln Z� iti 1 DESCRIPTION: PT. 1023 134WCC52 _ - LOCATION: 2" DISK IN MEDIAN OF LEUCADIA BLVD. 141' WEST OF LEFT TURN ISLAND AT QUAIL GARDENS RECORD FROM: ROS 18416 ELEVATION. 60.601' DATUM: NAVD8$ y m a. w .a! ry, '., ,. :. �'�i�is�.�� �. �y� �� .. Y S�IA 4�..�.'k.e�Tk"4:a".'i,'mwaAX:'B',.ko _.. �,sEs?i+�n ��% m............... INT. DATE PLANS PREPARED UNDER SUPERVISION OF DAT e:'I 2 -'1 1t.C.E, NO.: 80503 -� < ROY P. REE -_ 1 19 EXP.: 3-3 . F. :. t.. x'> t- ;>v..n•ry .F 4:i 'i., l -. fit.: e.k.. ': ,^f-. {t. b .�Y-�. e, ..i.r,. C t,.i,::., ifi. -5.:: ..1:. d ., A F 7i • .a ry e?8,..i�. , �'. ,.:},i„ �,.f. , ,Y r�Y' ).. r... .ik ,..- f w ,a?�,,,.....V,�;,.t.&a...._,.�:,.k......:�ur _„_,.N.>..�"uv.�.u,..t .. ., :�..€.�,:�' .:. .a �i ,. } .k .t..?4 ..t.v.,hS:,.ak�", .vr..., .,� _ a�:�d€�'�:.''3�uiv RECC}MMENDED, APPROVED: ��� JESS OWENS GLIS�r,WillAA _ DATE `+N, a':5 'fin � Pc Y a ,�ke�9�d.a_. �.'... r���ed,Y�.r���';..v .s TEMPORARY SHORING PLAN FOR: 1528 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES, LLC APN: Z5$-Q54-53 CASE NO. 16 151 MUPMOD/DRMOD/TMMOD SHEET OF PUBLIC WORKS rill" ROY P. REED DATE PLANNING 100 REVIEWER „. ,.... ... t� e _ ...:- i.� �t .,1'.4`�b:�%.ES:a"?,�a:4 «..w.��:rd CITY ENGINEER DATE -+ < .E. .i�. v .. ... ., ,-.-; ,_a ... ,. 9;$�4y y ,:..,, .. 1 is',d�' - .. d. . � AY�i_��f ✓a'�&PQbf<�P... ;. .�:94t c...�_.e.W...,e W ,. ��'i6+. INSPECTOR �f � ... .... � . CLR_ a, 7-6-22 r � •14 0 . � . .. . lbr Mw -91: t I "' MIR ff I— .1 I lw 1, No - LMMIroam-9101 I W M-0 MIAMI, 1117 111 � , � � . . - rl . � � , - . . I I � I I , I .1. . I/ - 14 SPACES @ 8'-O" O.C. = 112'-O" / 8'-10" / 81-9. --------- � � I ..� Zk / / � . _____, 1 60 00' 11 I - I 60.00' ........... . .� I � . � -------- ---------- ____ -, I .... .... .. __ _. - -.1 I � .1.1 ...... I . .. .. .. .. ... . I............-.- . .. .................. � ...... 1 . ...... ............. -..-.....--..-..-..--.--.�-.-.......-�---I ------- ----- �-..-...�,-.�.----.--..------,--,-",��----,- - - - - I - - 11 - -.1 I 1. _............ - ..................................... ..........................................,..... _.... .. .. .. .. .. . - .. . .. - .. . ".. I . . .. .. . . . . .. . . . . . . .. ..- .. .. . . . ... .. .. . .. I . . . .. .. . . . .. . . . . .. . .. . I I . I � . . , . . . -.-..- _____________ �� .-I.I... ..-.�.--�....�.-,-.-....�'..-...-..,-...---.-.--. . . . ... .... ........ ..... .. .. .. ............. I .. ... .. ...... .. ............ . - - .�--l.-I-�--...-.....--.--�--.�-..�--.-.-..-__._..___..."-� - ---- ---- ---------- ____._... ........... . .......... 1 I ________._ .. . ................................ --.-..'�---------..-------------�-I _____.___ - - ------- .---,--, , :� in �_ - - - - _� 1. .... �� ___, A . I Ml . .. I I::::- (E) GRADE, TYP. . � . " '. Lu --- � 1'� I co __� - I zFl----- ____l__-_-�__- --- ________� ' ilr- -1 .. I o I I �01, ___� - TEMPORARY 1-1 SLOPE T_ . CD '. ______� I = a . c7% � I . I., ___� I un I 1, _______� --- � F (BY OTHERS, TYPICAL) w . 1 I T.O.W. = 54.00' 1 - � __� - I � I I - . . ..... . .11 � " . - - - " . - I Of - .. 11 I - �� 1, . -_-_....- E., -.----- __ I--,.,--. . K � w I I 1, I - .11 t - . ---- � T.O.W. = 52.00' , - w I � X, , 1113 �� _1________ �'! .7� " - ' - . - __ � 1 I I - 15 1, ----.-.-.---..--..--. . '. I . ,.l. lz L 1 0 I ____._ .---..,-. " � __ I " � I _______ 7F �' _j �� Al, . I I "I�ll'------------------.--...-...-.....,,--I-.--------. � ---- � ` ' ' _____ ------- - ------�-----_-....-.--.--....-.--..-----�-.-- ::;:::��- -� ' -' - , � T.O.W. = 50.00' = Q _ �WA 50.00' - , I � u " �� " to " ._ _______ ---- --- . ..... -,.,. __.,_.,.._. ... ... '. -, - -450 00' -------------,.------�--.------.--,.------� ------ __.________ - ------ __________ � . .1 '. _,___-____ "M _ - _____._____.... , --,-,--,--"--,---",,-----,,------,-,,-, ,�, - � . - - -4 '?,, _... 11�1',`_111`1 I �, It - - �1_ kl_ - -- - -------- I_ __ _. _ `� �t 11 _ , , , , - _", _ _: �(� , __� , " "Ill' 10 ��. - � " �11,,;"""� I ---- �1�11 1 N - t� .�, __1 . ....... -..-.-.-.-...-.. - __ - __ - - - ____ �_ _______ __ .� I ......... � g,�� -------------- I �'i ____ ___ - - - g- - ,11 - - � - - "' . . .11 . � . � .. ....... ....._... " , '' �: � N � � �: :E 0, -4 ig"j. ��t�L " I ra re. 1 , w� - T.O.W. = 48.00' T.O.W. = 48.00' " .. , .� � . . - T.O.W. = 48.00' ' `�' �" "N 1W ", �L L .. . --I ..... .. .. 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" M, .... _____._...____.___ '�,�F�' -- - ---- - , �3§,,, . , - "I , i _.....- I _ . .. ........ . ......-........-.......-.-:----.-.-.--...-.--..........,-.. - Al I -, , * _ "t N . 1, � " _� �g � � "L""'.. �', _ , . .1 Ill, MR "' , ME h I N �� , - - --' �__l `1� I . . ...... ............... '" .. . .......... .......................................... .. .. .. .. .. .. .. .. ...............- __ . --------.. . - ___ _______ L !W_.� ... �-.....-.........,.................................. �, ...-..........-...-........--.-.�...... ill" . � --- ....-...-..-...�.-....-------,..�-..�.-..-.-........ ................ .. .. .. .. .......... .... ..... .......... .... ......... __._.._._._........_j ... ----- ------ - - �...__...... ... .... . __.______._..___.___...______. . . #11 . A ..... ... . ....... __ ... __ ..... ....... ...... ..... - __._____ - - __ ____ - - L----. ... ..... I-- .. .. ... ___._._.._... .- __ Awl 9; .. , .- � - _____ , ,_ --- - - --- - - ----------------- , I _ . I 11, - ON - - � 11 , �-'.__ M �11 " � - , , ; `� I ----.........- - _____ __ �1.11---...--.-....!-..-....-...........-........,. -,--- - - ___ __ _._.__.._..... -..-.-..-.. 1. . 11 I � M - - ____ ---,------ ...... , ,,�...-----.--�-.-................-........,............. .... I..........-.........-.- . .. ... .. . .. .... _....._._..__._..._._ __,_,__,______,__ _____ -,---,---,-- _ - I , 'm 4 �lllr __ , ,:,2 '�' ig "AA � . , � , _1 . ... _____ . ..... -.-- I ___ - L _________l_ . .. . . ....... __._____.., �' ....-....-..--..--.-...'��-...-----,.-..--��., L-L'-L----- 11 ______ - __ __ __ - _ - - p" � �,, __.�l �. � �.. - % __ 11 - ", ____ __ - - - - _ - - __ "" �1'1'1` , - ------, - ,___,_-.-",-,- , ",� � ,� __ --..--.-.-.--- �,, .11 I ____ I - ,,�, ,� __ ,_ .___lvwR__________________ . . . . ............. - ----- --.------..-. ___ __ ______ __ - --------.--- __ i .. ... .. ________.....-------- 4, , " : .1 R", , , I'' � _ ... 1� I ""' , , "' '1� - - . I _ , -_ � , ", � - � I -"-L- __ , I '�'l "I", - ___.__.____. �� .11 - __ __ _41, � 11 PIN , , : ;. I . . ..... ..................... __ _______ - - ___ - _-, ..---.. ---...----.-.-- ----.--.-.-----.-.-.-. . . . . ................... 6, __ __..l._l_._.._...11__lL_ __ - __ - ___ --- - _____ --..-...----.. - ------ ____ - , 1. -----------..-- 91 , � ._-_-_:_ - ___ - __ ------,, 2 __ - ---- - -----I*',----- - ____ ---- --- ii , i_ .--- ____-_ ____ ___ ____ , , _ , , 4fl �N t - ---- F, '4 " . ,g� "' ... - . . a 1- , , - I - , U �� 1. __ - . . " __ 0� - . : - - .- . _ _. :� -m < 4 � - - - '7Z�A' � - �. . . ., . . 11 . 'f _ , , 4 . 4 . ,,r. .. - '4 5, -, - , . I ... " �E . 1"', : . 4 . � _ I - � - I ilR - - _j._:4r __ __ "I'll - - - �� I I -- --I- � ... _._.._.______.__ -------.-.,.---.---.-...�..--;7..-4...j,�"", � _-, , - - 47__ .--.---.- ----.. - . lRi` , q . 1", 4 _ _ '911", - - _-, _/ . - . .. . L :. ... 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DESCRIPTION DATE AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. a 0 RR I TR I RR � I A NEW SHEET . yd!%y fl-i DESCRIPTION: PT. 1023 134WCCS2 : INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: TEMPORARY SHORING PLAN FOR: 11, " LOCATION: 2" DISK IN MEDIAN OF LEUCADIA BLVD. - � �, -,,, �,:_F , - - ,, I 110 1-1 7 ��,_ 7 " " - - � I �" ____f__ . 7�L 0 �; ______ 91 �� _____ o', g . �'�".�__ I . I I M - :E L I �, __ - - 9 �;,�- , L � , �"__ IF - " -t - ___ - - ___ - q-_ 14' � �' " ., 11i I I I . I 1, f . 141'WEST OF LEFT TURN ISLAND AT , PUBLIC WORKS '. DATE: Z-24-11 1528 N. COAST HIGHWAY 101 N � ROY P. REED DATE .. 13793-G I PLANNING � .... ",',"'',",I "I-) R. C. E. NO.. � 80503 JESSE OWENS ED" RD -1 WIMMER ENCINITAS PROPERTIES, LLC - RECORD FROM: ROS 18416 i .. . ll____� . <7s)<!ll!!j: REVIEWER , APN: 254-054-53 . "I .. ELEVATION: 60.601' - ROY P. REED - -c Ae, 7h,y g, DATUM: NAVD88 CITY ENGINEER DATE __ EXP.: 3-31-19 - PLANNING CASE NO: 16-151 MUPMOD/DRMOD/TMMOD/CDP USH�EET 1 OA OF 16 k INSPECTOR DATE DATE ' % � . I - ,,, . . - _119 ll� `,,��_11'11 - W, Mg- - " *. q- - --4.,- Kl,ljl,1`0-11� ll'�10121111'11111NIWI , , MW " , - $M_M�w _&Zm- - 2 �'_tl 62 �2._`Mfpm �W"�' 0 11,1�� '11'1'��:�fl',R;� TV, w-wiv-1 _ " � .. .. . ll_,,11� ; .. SAFETY CABLE RAILING, PER CAL-OHSA REQUIREMENTS (TYP., AROUND ENTIRE SHORED (METER, SEE 6/SH12) wn :...1.5 SACK SLURRY FT ..:.BACKFILL (T.O.W. TO .W) } BOTTOM OF EXCAVATION -. (B.O.W., SEE ELEVATION) �m 2,500 PSI CONCRETE SHAFT BACKFILL (B.O.W TO PILE TIP) "D" __.. Jo SOLDIER BEAM (SEE SCHEDULE FOR SIZE) IE NOTES: 1. FIELD VERIFY ALL EXISTING Et PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SH11 FOR VARIABLES "H" & "D". I TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.) 1 1/ .30-00... ....... .. __.._. N.T.S. R/W RIGHT-OF-WAY " " SOLDIER BEAM no ..... .. ..... .... ...... ..... ..... ..4O�Q 3'.... NOTES: 1. FIELD VERIFY ALL EXISTING OPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEqkKE ON SHEET SH11 FOR VARIABLES "H", "D". 4 SOLDIE AM CROSS SECTION ALONG NORTH COAST HWY 101 SH11 N.T.S. SOLDIER BEAM .. !' 1.5" (MIN.) BEARING 20d COMMON NAIL FOR LAGGING INSTALLATION (4 PER BOARD) SEE ELEVATION FOR SPACING FILL VOIDS BEHIND LAGGING WITH LEAN CONCRETE TIMBER LAGGING (SEE ELEVATIONS) SOLDIER BEAM PLAN DETAIL (TYPICAL) N.T.S. j SOLDIER B TIMBER LAGGING (SEE ELEVATION) TIMBER LAGGING DIAGONAL SUPPORT DETAIL N.T.S. DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) 20d COMMON NAIL FOR LAGGING INSTALLATION (TYP., AS READ) TIMBER LAGGING (SEE ELEVATION) TIMBER LAGGING (SEE ELEVATION) N.T.S. SOLDIER BEAM SCHEDULE GROUP 1 #1 ))586-8121 CHANGE No. DESCRIPTION PPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTME DRAWING No. RR TR RR f 1 '?. 7 DESCRIPTION: PT. 1023 134WCCS2 LOCATION: 2" DISK IN MEDIAN OF LEUCADIA BLVD. 141' WEST OF LEFT TURN ISLAND AT QUAIL GARDENS RECORD FROM: ROS 18416 ELEVATION: 60.601' bATUM: NAVD88 „n, :,� ,. � : :�.. .. .i',. S 1. �( ... pyy) . . . 3 . f....... ii,.�ii,a�. ?� y�<.^�d�u..., " `K. .;P �''�`�3/✓,w._�"yXz ."iT.z.... +„ - - ... Tara.," INT. DATE PLANS PREPARED UNDER SUPERVISION OF � DATE:q- W' l y� �� R.C.E. NO.: 80503 ROY P. REEDSEXP.://$ 3 31 19 :�e: aS..'-Y'...J1: .t` ..Kim 'S" .+d' :1 .�.3"3 H t,.�`, .""s- 3u<' '�"' .. i' . �, ''..,..M w.�w w`�.. �. ..:...N ,.y.n. L,r.s�.S.,.Y�.,....�..�:..::5:�.f?:��v.�> ...:. K:`E>�..4iZ �?�x�v�L�.z'L�:. .�.>.»,?.,L.. RECOMMENDED: APPROVED ^r_ r wr~—� JESS OWENS � ���� t� DATE 9 f .'I ..,.T, � � -,-(' - � M-'.5.x °d°' b` ,<4. iY - 3, i :�L, ,T. ai`. 3 .�vy_..si ,:..� "cL :. ... ..li.\..tA i. ��, .. N' :.. .».».«.,. r.�.:,� ':�.., .....'m«:'f;:.. (,>..'.:5�,.>i.l mv���-�`t'✓i��+�-P.Li,".._r2�w-:�i'2v..-..ems ,� .;�iMfff.�:tir. TEMPORARY SHORING PLAN FOR: 1528 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES, LLC APN: 254-054-53 CASE NO: 16-151 MUPMOD/DRMOD/TMMOD/CDP r'.+F,p �a.,>+.y� '° "1 Y r4^' ,��'' .) :'...: •,m+.. ���i����..Y.�'+.k „'.. a ., 5..M.....eiei'i?��R�x..��.,:gfssv.�I�:. W,a..,.....,...�.i�:�•�"L{R��f��....�'" °� 93_� SHEET 7 °I O < .y.� .,:e:...w.0 ��a'�i�+.`.'§. PUBLIC WORKS ROY P. REED DATE PLANNING REVIEWER �. V'�', ., :: I±P �. ��C,.S,.��S,�Si&Y:ei$� .. , 6 prY'(@.T E s �i s. 1, Y. Y .. P ?n �¢ .,.E .& � ( Nf�.??.�". �$�3..,,....'o-°�.��/�.'`�•�i., ...��.N�.. )�H.. ,t�,'�.�pu'`�L�x..�:�.�:i$r..� aw k�vfay.s.f.h. 9..� k.e:4.tw.�.s'Y. ✓}, .. w �c�.� ._ ,.. � :�k�.Id'R.t�:..t.....t E DATE �' 7, L, '•� .. <<.-... �.3: .i >fi .�t::.� ,,.K .+A:.4 .. .:ter �-'� ,. ,, � r ... �i%� rv,W d i s Sf..SS�. R�✓; i .., :., .. f ;w„ ;...kt�'x.:.4..,,`. >.x..4..... H...m.....sun, .a....,.. �2 «..:.f INSPECTORDATE . _.�.... +: ez. f#-: �S. � 5` � . � T.." v. kY. ..,. ,. �"'�. 7-6-2PLANNING ra 3 SPACES C 8'-0" O.C. = 24-0" z w w z u a T.O.W. - 48.00'-- B.O.W. = 4a,ao' . Aa _00'., .., .._....., ...._..., _.. ...... ........... .._..... .... _...... 4 ICI 1� La I } Ix`vl ICI xY 4 I��I II p 00 - - _ x . 0 r< I��I Il SB#26 SB#27 NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH16 FOR SHORING ATTRIBUTES. 2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. WHERE FEASIBLE, TEMPORARY SHORING MAY BE OMITTED WITH CUT SLOPES, IN CONFORMANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. T.O.W. = 48.00' 3 SPACES @ T-0" Q.C. = 21'-0" TEMPORARY 1-1 SLOPE (BY OTHERS, TYPICAL) T P � Y ' a � 4 6 B.Q.W. Q.: 43.00' ..f I 40. 00' I xis. 7 L 0 Y ?I IRI SB#30 I ,IMP I I �k SB#28 SB#29 All fr s 4 ( t` i „D. yp IN ICI I��.I L SB#31 SB#32 4 SPACES C 8'-0" O.C. = 32'-0" (E) GRADE ICI I�I ICI ICI I„�I 11 �J LJ J SB#33 SB#34 SB#35 PROFILE - LOOKING NORTH SCALE: 1" = 16/3' T-0,. 4 SPACES C 8'-0" O.C. = 32'-0" T.O.W. = 50.00' T.O.W. = 48.00'�'_. e , '4B:a E tir d "3 4� 4 fi /Y m 4 t P rr � § 4s � t 1 4 4 INN 3 1 �f :a m. i' z1 i�A�' II ICI l�fl kd SB#36 SB#37 E� L B#38 SB#39 5,-2„ T.O.W. = 52.00' Io z w as ca T.O.W. = 54.00' 4111 Ll" ___.�.�_..{_.._...__ any...__.._ ... -44 — B.O.W. - 43.00' B.O.W.= 4OA �e 3. rg � m ICI II _ PERCHED GROUND _WATER ELEVATION - 35.00' INi II I I I�I SB#40 SB#41 LEGEND: T.O.W. = TOP OF WALL B.O.W. = BOTTOM OF WALL DESIGNATES 3x12 PRESSURE TREATED -- FOR GROUND CONTACT LAGGING ........ _ _........ Ep NEW SHEET 43 i (E) WATER LINE 50.00' SHORING DESIGN GROUP N9 icl 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK( AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RR TR RR 1 NEW SHEET y7 a DESCRIPTION: PT, 1023 134WCCS2 LOCATION: 2" DISK IN MEDIAN OF LEUCADIA BLVD. 141' WEST OF LEFT TURN ISLAND AT QUAIL GARDENS RECORD FROM: ROS 18416 ELEVATION: 60.601' DATUM: NAVD88 ra ! . ,7""".° �' .:.�:..A:>;�a`w'zf,R:.n.hFi��a�il�:aS..,eu�i.�...,�..i,a,!r.,.`.:��::�...�-.Pni`.3,._....- _ _ v�m_._l.. INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2'ZG -1'j R.C.E. NO.: 80503 ROY P. REED EXP.: 3-31-19 ,: ;rd y _ r+' . s .^ta-s, :.. '.ti "�• ';�i-,. ',t � ir'+�: 4' �5,�. '.;•v'•"YY.. 'Y"f a"Y � . '�1.. �.:eg2': ,r ..., zN �L s i'..?wi.,�,a��•'aJ".,,.its??Y?., ,;::u?���S,s.,w;s..�k^�}M>n3s,`a...,t.i..3.c>�iF����ui��?`:..._n.r_'..a;,t..d.,.._..,kr.�,s's''i?..:R:....,.....i. :,,u�.4., ...7�i ..s. �1.. RECOMMENDED: APPROVED: - -- JESSE OWENS ED ARD J. WI ER ZitiZ ri'� DATE DATE x'e.2^, ^°"�: t ,a':wr'%'>---'4:. '"%� :�i 1',''•r' P .°a•' T- :i- . 1 NW '.p""- r.Y?1�:�� V f t� n2Ww,eW, .ze,s'�. '.:., rs..,w 5:,..v t,n2.3. 4�4 ''Y ✓d�1 ",'�". �1. � 5� - o-- .Y,'��i. 7r:�.x.a.,",,�,��`�¢�*�..h�,}.sats �`.,•�."s'�.Y.c.,.?`s.�t�.,...^£�.v°earan���'..'..�a,�,�'.'`.ss���k:`�...s�°�a�i*'��' TEMPORARY SHORING PLAN FOR: 1528 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES, LLCi APN: 254-054-53 PLANNING CASE NO: 16-151 MUlPMOD/DRMOD/TMMOD/CDP b, ;��:'?' ••d -# F;'t ';: .,"3::% '�: N' :�1. .`U:. �.'4'^ '' Y,. 4x. .: F.\. .. ,E,,.s_ ._..� .es,�!f..��a �!�S` c.,W .a.. s, J ...".s.WW.... '. Li BSc.. .iei} _ufea.�. W,�' � .✓__.1. J,vaa...s � ;:','f�'+,iu�ei.F_ .. d%su ;e �'..+u.,.«,�'.{�,:... ".,...,.-.". 13?93-G a, PUBLIC WORKS ROY P. REED DATE PLANNING Po REVIEWER - .. ::4.. .....�,�T�. .... �" Y;? :. : ,. "�ii, n '. , _r?,.��,""•.a..a�,:. �.��,ne�'.��'+�, tee.�w��..vat`»»'�,:.,i......7'�».,':�'6.. .�.s.c��'�i" Sa'`s" ., .,. F .. -. CITY ENGINEER DATE �° t✓r'"''*- .'"mot . ,�iq'<a,, 1.a '>�>w'' r h•. .i� i'^ r," � X%�,�^atw,�?.s ...��.d>`��St .�'�°:o.s?S a.:..,.,t.,.,W,_L,,...kSF:•._...,,���1.,.,,..u,5"?�iF. INSPECTOR , ac "'-'• b :.� °i C �Y. ' ,�.. r'�.. ,...:,�ra �..'�s,:r*'� __- _� '^,"" '•,t 'f"S":. :;::n,s.3". - - - f� •' �, i" 1`.�'k?d '� ,» SHEET 1 A OF G . K., �,^-�,C• .,.,,.�-s. _s. W.,.[,... ., .,W'.v.^ rr GENERAL NOTES 1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE. 2. TEMPORA HORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF CALIFORNIA C TRUCTION SAFETY ORDERS (CAL -OSHA). 3. HEAVY CONSTRUCTIORUADS SUCH AS CRANES, CONCRETE TRUCKS OR OTHER LOAD SURCHARGES NOT IDENTIFIED IN THE "DESIGN CRITERIA", WILL AtQUIRE ADDITIONAL ANALYSIS Et FURTHER RECOMMENDATIONS. NOTIFY THE SHORING Et SOILS ENGINEER. 4. ALL TEMPORARY SHORING ELEMENTS D TED WITHIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LIFE OF ONE (1) YEAR. AT THE END OF THE CONSTR ION PERIOD, THE EXISTING OR NEW STRUCTURES SHALL NOT RELY ON THE TEMPORARY SHORING FOR SUPPORT IN ANYWA . 5. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED YS BEFORE COMMENCING ANY EXCAVATION. 6. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBL ARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURI ONSTRUCTION. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TING Et NOTIFICATIONS. 8. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTR OR. 9. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE RAL CONTRACTOR. 10. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING Et PROPOS EATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HOR TAL CONTROL Et COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT A VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. 11. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION AND THE INSTALLATION OF SHORING. 17. THE GEOTECHNICAL ENGINEER OF RECORD SHALL REVIEW & VERIFY THAT THE PROPOSED TEMPORARY SHORING, CONFORMS TO THE SPECIFICATIONS OF THE APPROVED SOILS REPORT. 13. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE IMPROVEMENTS PRIOR TO INSTALLATION. 14. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER THE TOP OF SHORING BULKHEAD. 15. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER OBSERVATION AND APPROVAL OF THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION. 16. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING ENGINEER. 17. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. CANTILEVERED SNORING INSTALLATION PROCEDURE 1. FIELD SURVEY DRILL HOLES Et SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS Et DATA SHOWN OR AS APPROVED BY THE SHORING ENGINEER. 2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS Et SPECIFICATIONS SHOWN IN PLAN. IF NECE CASING OR OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE. 4, START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) THREE D 5. INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER HA '-0" AS OTHERWIS THORIZED BY THE GEOTECHNICAL ENGINEER. 6. BACKFILL ALL VOIDS BEHIND LAGGING WITH LEAN CONCRETE AS SPECIFIE � DETAILS HE 7. REPEAT STEPS 5-6 UNTIL BOTTOM OF EXCAVATION IS REACHED. MATERIAL SPECIFICATIONS STRUCTURAL STEEL 1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A-572 OR ASTM A-992 (GRADE 50). 2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, ASTM A-572 (GRADE 50) OR ASTM A-992. 3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A-36. 4. WIRE ROPE (GUARDRAIL): SHALL HAVE A MINIMUM BREAKING STRENGTH OF 13,500LBS, 5. PIPE STRUTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A53 GRADE B (35KSI). STRUCTURAL Et LEAN CONCRETE A. STRUCTURAL CONCRETE: 4. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500PS1 AT 28-DAYS. 5. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2O13CBC 1905.3 TO MEET THE FOLLOWING: A. MAXIMUM 1-INCH HARDROCK CONCRETE CONFORMING TO ASTM C-33. B. TYPE II NEAT PORTLAND CEMENT CONFORMING TO ASTM C-150. C. SLUMP NO GREATER THAN 6"-S° WET Et 4"-6" DRY HOLES. B. LEAN CONCRETE (SLURRY) 1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACKS TYPE 11 CEMENT PER CUBIC YARD. 1I a 1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR 2. TIMBER LAGGING SHALL BE PRESSURE TREATED IN ACCORDANC[ TH A ING 1. EL IC ARC WELDING PERFORMED BY QUALIFIED WELDERS SING E70 CONTIU WIRE FEED. 10 2. SPECIAL INSPECTT94N, IS REQUIRED FOR ALL FIELD WELDING. EPDXY PAINT (AS REQUIRED 1 USE CAT 4A. 1. EPDXY COATING: SOLDIER BEAMS SHA -COATS BITUMASTIC COAL -TAR EPDXY, APPLIED FOR A TOTAL DRY FILM THICKNESS OF 16 STEEL SURFACES SHALL BE BLAST WITH SSPC-SP 10 (NEAR WHITE) BEFORE COATING PPLIED.: EPDXY PAINT MAY BE OMITTED WITH APPROVAL FROM THE GEOTECHNICAL E EER OF R RD. INTERNALLY BRACED INSTALLATION PROCEDURE A. INSTALLATION SEQUENCE: 1. COMPLETE INSTALLATION STEPS 1-6 OUTLINED IN "CANTILEVERED SHORING INSTALLATION PROCEDURE". 2. CONTINUE EXCAVATION Et LAGGING LIFTS TO A DEPTH NO FURTHER THAN TWO (2) FEET BELOW THE PROPOSED STRUT ELEVATION. 3. INSTALL TEMPORARY CORNER STRUTS AS SHOWN IN THE SPECIFICATIONS/DETAILS HEREIN. NOTE: SHORING SHALL NOT BE SUBJECTED TO THE INTERMEDIATE CONSTRUCTION STAGE FOR MORE THAN 5-DAYS PRIOR TO THE PLACEMENT OF A STRUT. IF 5-DAYS ARE EXCEEDED, THE CONTRACTOR SHALL BACKFILL Et RE-ESTABLISH LEVEL GRADES. 4. CONTINUE EXCAVATION Et LAGGING IN T-0" LIFTS UNTIL BOTTOM OF EXCAVATION IS REACHED. BACKFILL ALL VOIDS WITH LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN. B. REMOVAL SEQUENCE: 1. STRUT REMOVAL MAY COMMENCE UPON THE COMPLETION OF THE PROPOSED PERMANENT STRUCTURE. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE STRUCTURAL Et SHORING ENGINEER OF RECORD, PRIOR TO ANY REMOVALS. STATEMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFEREi, 1. Verify use of .required design mix X 190A4.2 2. Inspection of concrete placement for X proper application techniques. 3. Material verification of structural steel a. For structural steel, identification X markings to conform to RISC 360. b. Manufacturer's report X 4. Inspection of welding i a. Multipass fillet welds X 2303.1.8.1 5. Material ident' ' ation of timber a. Iden ' cation of preservative X ,XKIFICATION AND INSPECTION ITEMS (OTHER) 6. Observe drilling operations and maintain complete and accurate X records for each element. 7. Verify placement locations and ptumbness, confirm element diameters, lengths, embedment into X bedrock (if applicable). Record concrete and grout values. 8. Verify excavations are extended to the X proper depth. MONITORING 1. MONITORING SHALL BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS SELECTED BY THE ONSITE GEOTECHNCIAL REPRESENTATIVE AND AT INTERVALS ALONG THE WALL AS CONSIDERED APPROPRIATE. 2. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY INCLUDING PHOTOGRAPHS Et VIDEO OF THE EXISTING SITE CONDITIONS. 3. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 1-INCH. IF THE TOTAL CUMULATIVE HORIZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL EXCAVATION ACTIVITIES SHALL BE SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR FURTHER ACTIONS (AS NECESSARY). SPECIAL INSPECTION REPORT PREPARED BY: DATED: ON FILE WITH THE ENGINEERING DIVISION g C ""3 r Exp. 3/31CM f19 SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 S IEGO, CA 92129, (760)586-8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN S Y: CHECKED 13Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENTSERVICES DEPARTME DRAWING NO. ff RR TR RR DESCRIPTION: PT. 1023 134WCCS2 LOCATION: 2" DISK IN MEDIAN OF LEUCADIA BLVD. 141' WEST OF LEFT TURN ISLAND AT QUAIL GARDENS RECORD FROM: ROS 18416 ELEVATION: 60.601' DATUM: NAVD$8 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: °I"2 - 4� R.C.E. NO.: 80503 RaY P REED EXP.. 3-31-19 RECOMMENDED: APPROVED: JESSE WtNS eDW ?rpr DATE DATE - TEMPORARY SHORING PLAN FOR: 1528 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES, LLC APN: Z�J4mOrJ4-J PLANNING CASE NO: 16-151 MUPMOD/DRMOD/TMMOD/CDP 93-G PUBLIC WORKS ROY P. REED DATE PLANNING REVIEWER CITY ENGINEER DATE INSPECTOR ]_ _2 SHEET 13 O i 11 T.O.W. = 54.00' TOP BRACING CL.= 51.00' BOTTOM BRACING 11 CL11 .= 49.00' C10x20 CHANNEL STRUTS (SEE DETAIL 1 /SH15) B.O.W. = 38.00' PERCHED GROUND WATER _ ELEVATION = 35.00` SOLDIER BEAM - (SEE SCHEDULE) NOTES: 1.. SEE SOLDIER BEAM SCHEDULE ON SHEET SH16 FOR SHORING ATTRIBUTES. 2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3 c L_ _i SB#50 SB#51 SB#52 SB#53 x NOTE: BUILDING ENCROACHES BEYOND PROPERTY LlINE. SHORING CONTRACTOR SHALL VERIFY BEAM Et SHORING PLACEMENT PRIOR TO SB#54 SB#55 SB#56 SB#57 PROFILE - LOOKING SOUTH SCALE: 1" = 16/3' (E) 1-STORY BUILDING SB#58 L_ SB#59 I...._ ..---I SB#60 LJ SB#61 LL W TEMPORARY 1-1 SLOPE (BY OTHERS, TYPICAL) PERCHED GROUND WATER ELEVATION = 35.00' LEGEND: T.O.W. = TOP OF WALL B.O.W. = BOTTOM OF WALL DESIGNATES 3x12 PRESSURE TREATED ---- - -- - FOR GROUND CONTACT LAGGING CAUTIONH! EXISTING OVERHEAD POWERLINES (VERIFY REMOVAL PRIOR TO BEAM FABRICATION) NEW SHEET TEMPORARY 1-1 SLOPE (BY OTHERS, TYPICAL) SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: (ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RR TR RR NEW SHEET Z. L7 1 DESCRIPTION: PT. 1023 134WCCS2 LOCATION: 2" DISK IN MEDIAN OF LEUCADIA BLVD. 141` WEST OF LEFT TURN ISLAND AT QUAIL GARDENS RECORD FROM: ROS 18416 ELEVATION: 60.601' DATUM: NAVD88 <. �:.r r., �< a, e .. ,. .... -... .. ':'v: <: <,,,,: .`). 'Y'n tFC., .. .. C .:. �iKb�...'6. '....r44z'sA�T.�'L!.�_ e �,....srt.��«r�'.> � «� - INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2`U - 11 R.C.E. NO.: 80503 ROY P. REED EXP.: 3 31 19 ..a.:.,>.Mn. w, .'q A.a: ..w,.<.,y,.,..r.x r ,.:t::v ,a,:�..�.;7&°1T�4:::.n �` �r' ,�u�r".;=: x, r � s,a ..._ ,.a. -. ?aa "�'re...&�x „� 3 z<,..,,.,. v;Aa@m <,.<R. .yn Y-. Y. �4fi �'C£� RECOMMENDED: APPROVED: - JESSE OWENS E� WIMMER DATE DATE -�..re o,. .°ar ,.,: ift.i ,.._;,a ,.�:c: ':F" i '9 �', t4 ".: t`. Y �A xk , e,r, d 1 3 h�"�: s , P �:' ' .,rlr;•.. ,,a„ TEMPORARY SHORING PLAN FOR: 1528 N. COAST HIGHWAY 101 ENCINITAS PROPERTIES LLC ' APN: 254-054-53 PLANNING PLANNING CASE NO: 16-151 MUPMOD/DRMOD/TMMOD/CDP 'E rA .P,v- 8�,� �. .L � S• ni ;.>.. .,,...,., ., x; xr*tt°:.. 9;. °ia' 8@'v'�i .r'�n :-7°'. a.t .t:�a '�"a>b<�, "ta' '�i:• b. ..3: r��v[ if ,r,,, ` ,;g. . 1 ., x �" � . � 379�-G :y w < PUBLIC WORKS ROY P. REED DATE PLANNING' REVIEWER h^ "• r .. m : .. � ...;, ., " «E':.lL: sr"�C..... R...�... rl�l rv:..x.!m.✓.. . _ .. v...¢- vc i ., .. � .ry: <<„ ...J � a .,. .. � .... �. '��.d ,.. ;ia.r• . ,.si�.. ...�.. .Y.a�.... a :.<:l�u$.+: p:f:L'.^3, «<y F.n" ..:?,t<i rv£ ✓ :.R xlr`,.._.M.dx..J,�«..E....�wb%'4. . y a,R.r., .ex �.�e .i:r M- r A, {� � < 'ch...,.<td°� ����......�_�,s. CITY ENGINEER DATE �, ,r w: r ,,g n,m, '^" - +•a� .^' '""n -?,, ..r..,: ,. <... ....,: „�:.:,� "�.s r, :..n':..r ,rEl, � � -.. A: ,...,:,,,, ..> ,.- . :,, 1: i/. :/ � ..k i'd43.,»SYSd.�, INSPECTOR INSPECTOR '.:-, c;•:v. •, vea .,: - , r � y . . ;.,w„n " !;, '..s g.., A. .z-.,-�. a < . „ -6-22 .rx. � SHEET 13A OF 16. "}°' • an . "+1�: ,•;tom ... .�aL� u SAFETY CABLE RAILING, PER CAL-OHSA REQUIREMENTS (TYP., AROUND ENTIRE SHORED PERIMETER, SEE 6/SH15) PAD ELEVATION 42" (MIN.) "H," 2,500 PSI CONCRETE SHAFT BACKFILL (B.O.W TO PILE TIP) "D" SOLDIER BEAM (SEE SCHEDULE. FOR SIZE) 1101, NOTES: 1. FIELD VERIFY ALL EXISTING Ex PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SH16 FOR VARIABLES "H" E "D". 3. BACKFILL SOLDIER BEAM #1 WITH 3/4" CRUSHED ROCK FOR REMOVAL. n N.T.S. R/W RIGHT-OF-WAY 40'-0" — o B'-0" I I(E) GRADE t I Pn r_ncrnr_17 50.00' 'H" REMOVE UPPER T-0" OF SHORING BELOW FINISH GRADE UPON COMPLETION (SB#42-50) SOLDIER BEAM In 3.4..0.0` ... NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SHEET SH16 FOR VARIABLES "H", "D". SOLDIER BEAM CROSS SECTION ALONG NORTH COAST HWY 101 N.T.S. TIMBER LAGGING (SEE ELEVATION) SEE ELEVATION FOR SPACING `" '. SOLDIER BEAM TIMBER LAGGING SOLDIER BEAM DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL(SEE ELEVATION) ' � MATERIAL) FILL VOIDS BEHIND LAGGING �?! �� MATERIAL )¢ ,_ u....l. 6..1 WITH LEAN CONCRETE I I �.� . M �;...;.:.....IsIE�II@��II.I€-,_ilil�sli : . TIMBER LAGGING (SEE ELEVATION) TIMBER LAGGING mm 1.5" (MIN.) 20d COMMON NAIL FOR LAGGING (SEE ELEVATIONS) _ BEARING INSTALLATION (TYP>, AS READ) `20d COMMON NAIL FOR LAGGING -, INSTALLATION (4 PER BOARD) 20d COMMON NAIL FC INSTALLATION (4 PER SOLDIER BEAM PLAN DETAIL (TYPICAL) N.T.S. `"^' ^IER BEAM TIMBER LAGGING (SEE ELEVATION) 3 SH14 TIMBER LAGGING DIAGONAL SUPPORT DETAIL 5'-6" (MAX.) ..................€ TIMBER LAGGING LOG CABIN CORNER -- L3x3x1 /4 WITH 1 /2"xY LAG SCREWS 12" O.C. (BOTH LEGS) TIMBER LAGGING DIAGONAL SUPPORT DETAIL 5 N.T.S. SH14 3/4" THICK PLATE— (FULL PEN WELD TO BEAM FLANGE) r PROPOSED GARAGE WALL (SEE STRUCTURAL) 3"± 7 FLANGE PLATE EXTENSION SH14 N.T.S. SOLDIER B LOG CABIN CORNER DETAIL N.T.S. NEW SHEET N.T.S. 5' 6" (MAX.) DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-6121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS a DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RR TR RR 1 NEW SHEET Z y DESCRIPTION: PT. 1023 134WCCS2 LOCATION: 2" DISK IN MEDIAN OF LEUCADIA BLVD. INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: RECOMMENDED: APPROVED: TEMPORARY SNARING FLAN FOR: 1528 N. COAST HIGHWAY 101 141' WEST OF LEFT TURN ISLAND AT QUAIL GARDENS PUBLIC WORKS ENCINITAS PROPERTIES, LLC 13793-G ROY P. REED DATE PLANNING R.C.E. NO.: 80503 JESSE OWENS ED AR J. WIMM REVIEWER RECORD FROM: 60 R05 18416 ELEVATION: 60.601' DATUM: NAVD88 ROY P. REED EXP.: 3-31-19 _ / � ` DATE DATE -- APN: 254-054-53 PLANNING CASE NO: 16-151 MUPMOD/DRMOD/TMMOD/CDP CITY ENGINEER DATE SHEET 14A OF 16 r INSPECTOR 7_ _2 6 .,.,.:N'', �- � . Q' .. : ,f't-2�...:", m ..., .liY- .� -. , ,2;e:, .*:-.. .,;,., ..; �; e; „?�;..e:.R,_erc... ,.. .. .^..,.,...., �..✓.�.,.�5�m!�r!.,a.,:.:.r w2<Y.::•"i „y,,. ,««y; w•'r;'^«'' '�'9"if6°f.°8". i3 .iC o',�"�::<:.;"+ °"+,� ? #Y,".. ,.i.,fi'- '.t: *"# ,�-..:i- '{ 1 T` 4 ,. v b , . 8.:4«.,� ^arv'. „Z�m 6', '4 �' .} :....,....._x.�..,,.....??<;:t.,.�.�.,,�..�,�,s.s�t�'vi.h X��-<ett`ea.�...�,a..r�a�"s....�?'_Wrra,-.,:.,,..s,`s �.....�......�.,�����`. ..a..:�..7 , �5+«.. �r'-. __-,,,. la GENERAL NOTES 1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE. 2. TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL -OSHA). 3. HEAVY CONSTRUCTION LOADS SUCH AS CRANES, CONCRETE TRUCKS OR OTHER LOAD SURCHARGES NOT IDENTIFIED IN THE "DESIGN CRITERIA", WILL REQUIRE ADDITIONAL ANALYSIS Et FURTHER RECOMMENDATIONS. NOTIFY THE SHORING Et SOILS ENGINEER. 4. ALL TEMPORARY SHORING ELEMENTS DEPICTED WITHIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LIFE OF ONE (1) YEAR. AT THE END OF THE CONSTRUCTION PERIOD, THE EXISTING OR NEW STRUCTURES SHALL NOT RELY ON THE TEMPORARY SHORING FOR SUPPORT IN ANYWAY. 5. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION. 6. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING Et NOTIFICATIONS. 8. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR. 9. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 10. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING Et PROPOSED FEATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL CONTROL Et COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. 11. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION AND THE INSTALLATION OF SHORING. 12. THE GEOTECHNICAL ENGINEER OF RECORD SHALL REVIEW Et VERIFY THAT THE PROPOSED TEMPORARY SHORING, CONFORMS TO THE SPECIFICATIONS OF THE APPROVED SOILS REPORT. 13. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE IMPROVEMENTS PRIOR TO INSTALLATION. 14. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER THE TOP OF SHORING BULKHEAD. 15. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER OBSERVATION AND APPROVAL OF THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION. 16. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING ENGINEER. 17. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. CANTILEVERED SHORING INSTALLATION PROCEDURE 1. FIELD SURVEY DRILL HOLES Et SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS Et DATA SHOWN OR AS APPROVED BY THE SHORING ENGINEER. 2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS Et SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE. 4. START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) THREE DAYS. 5. INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN 5-0" OR AS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. 6. BACKFILL ALL VOIDS BEHIND LAGGING WITH LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN. 7. REPEAT STEPS 5-6 UNTIL BOTTOM OF EXCAVATION IS REACHED. 1. MONITORING SHALL BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS SELECTED BY THE ONSITE GEOTECHNCIAL REPRESENTATIVE AND AT INTERVALS ALONG THE WALL AS CONSIDERED APPROPRIATE. 2. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY INCLUDING PHOTOGRAPHS Et VIDEO OF THE EXISTING SITE CONDITIONS. 3. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 1-INCH. IF THE TOTAL CUMULATIVE HORIZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL EXCAVATION ACTIVITIES SHALL BE SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR FURTHER ACTIONS (AS NECESSARY). WMI[AIWIININ m m: STRUCTURAL STEEL 1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A-572 OR ASTM A-992 (GRADE 50). 2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, ASTM A-572 (GRADE 50) OR ASTM A-992. 3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A-36. 4. WIRE ROPE (GUARDRAIL): SHALL HAVE A MINIMUM BREAKING STRENGTH OF 13,500LBS. 5. PIPE STRUTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A53 GRADE B (35KS1). STRUCTURAL Et LEAN CONCRETE A. STRUCTURAL CONCRETE: 4. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500PS1 AT 28-DAYS. 5. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2O13CBC 1905.3 TO MEET THE FOLLOWING: A. MAXIMUM 1-INCH HARDROCK CONCRETE CONFORMING TO ASTM C-33. B. TYPE II NEAT PORTLAND CEMENT CONFORMING TO ASTM C-150. C. SLUMP NO GREATER THAN 6%8" WET Et 4%6" DRY HOLES. B. LEAN CONCRETE (SLURRY) 1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACKS TYPE II CEMENT PER CUBIC YARD. 1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER. 2. TIMBER LAGGING SHALL BE PRESSURE TREATED FOR GROUND CONTACT IN ACCORDANCE WITH AWPA U1 USE CATEGORY 4A. WELDING 1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR CONTIUOUS WIRE FEED. 2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. EPDXY PAINT (AS REQUIRED) 1. EPDXY COATING: SOLDIER BEAMS SHALL BE 2-COATS BITUMASTIC COAL -TAR EPDXY, APPLIED FOR A TOTAL DRY FILM THICKNESS OF 16 MILLS. ALL STEEL SURFACES SHALL BE BLAST WITH SSPC-SP 10 (NEAR WHITE) BEFORE COATING IS APPLIED. NOTE: EPDXY PAINT MAY BE OMITTED WITH APPROVAL FROM THE GEOTECHNICAL ENGINEER OF RECORD. A. INSTALLATION SEQUENCE: 1. COMPLETE INSTALLATION STEPS 1-6 OUTLINED IN "CANTILEVERED SHORING INSTALLATION PROCEDURE". 2. CONTINUE EXCAVATION Et LAGGING LIFTS TO A DEPTH NO FURTHER THAN TWO (2) FEET BELOW THE PROPOSED STRUT ELEVATION. I INSTALL TEMPORARY CORNER TROTS AS SHOWN IN THE SPECIFICATIONS/DETAILS HEREIN. NOTE: 3. NS 0 CO S SHORING SHALL NOT BE SUBJECTED TO THE INTERMEDIATE CONSTRUCTION STAGE FOR MORE THAN 5-DAYS PRIOR TO THE PLACEMENT OF A STRUT. IF 5-DAYS ARE EXCEEDED, THE CONTRACTOR SHALL BACKFILL Et RE-ESTABLISH LEVEL GRADES. 4. CONTINUE EXCAVATION Et LAGGING IN T-0" LIFTS UNTIL BOTTOM OF EXCAVATION IS REACHED. BACKFILL ALL VOIDS WITH LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN. B. REMOVAL SEQUENCE: 1. STRUT REMOVAL MAY COMMENCE UPON THE COMPLETION OF THE PROPOSED PERMANENT STRUCTURE. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE STRUCTURAL Et SHORING ENGINEER OF RECORD, PRIOR TO ANY REMOVALS. SPECIAL INSPECTION REPORT PREPARED BY: DATED: ON FILE WITH THE ENGINEERING DIVISION STATEMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFERENCE 1. Verify use of required design mix X 1904.2.2 2. lnspection of concrete placement for X proper application techniques. 3. Material verification of structural steel a. For structural steel, identification X markings to conform to AISC 360. b. Manufacturer's report X 4. Inspection of welding a. Multipass fillet welds X 2303.1.8.1 5. Material identification of timber a. Identification of preservative X VERIFICATION AND INSPECTION ITEMS (OTHER) 6. Observe drilling operations and maintain complete and accurate X records for each element. 7. Verify placement locations and plumbness, confirm element diameters, lengths, embedment into X bedrock (if applicable). Record concrete and grout values. 8. Verify excavations are extended to the X proper depth. SOLDIER BEAM SCHEDULE a Shored Toe Total Tice Distance Distance From To Beam Beam Restrant Height g Depth P Drill Diameter T� of �� - from Strut#1 Beam Beam I Qty Section Type Depth To Strut #1 E to Subgrade _. ______ r__.-----__--_- FI D. -__. __ HAD _._-__.-_____- _..e_- Dshaft S1 ._-.._.._ ___.____ S2 it ft ft in ft-------------- a ft 1 1 1 W l2 x 53 * ` Cantilever 5.0 10.0 15.0 24 2 2 1 W 24 x 76 Cantilever 14.0 18.0 32.0 30 3 7 5 W 16 x 40 Cantilever 0 16.0 2 25.0 24 M.x qy - 8 8 1 W 24 x 76 Cantilever 12.0 16 0 28 0 30 - 9 9 I 1 W 24 x 76 Cantilever 13.0 17.0 30 0 30 10 12 3 W 24 x 76 Cantilever 14.0 18.0 32.0 30 - f , q Y 13 15 3 W 21 x 62 Canti lever 12. 0 16.0 _.. 2€i 0 30 _ _�. . 16 .______ 19 4 _,__ W._�.___- W 18 x 50 _.... Cantilever �__ ___ 10.0 17.0 27.0 24 20 29 r-------- 10 W 14 x 30 Cantilever 8 t} 14.02 0 24 .... 4. '-------------- 30 37 8 W 14 x 30 Cantilever 5.0 10.0 15.0 24 38 39 2 W 14 x 30 E Cantilever 7.0 13.0 20.0 24 __ -. _. --- _.:. :.. __ 40 40 1 W 1 b x 3i Cantilever 9,0 14.0 23.0 24 41 47 7 W 18 x 50 Cantilever 11.0 14 t# 25 0 24 - 48 49 2 W 16 x 36 Corner Brace 16.0 9.0 25 0 24_ _ 4.( w. a 12 0._.. 50 50 1 W 18 x 71 . Comer Brace _ 16 0 9.0 25.0 _..., 24 SEE ELEV.SEE ELEV. _ 51 51 1 W 8 x 67 Corner Brace 16..0 9, 25.0 � 4� 4; ( 12�( ...... W_ .._ _ r...._�. _..v._ . . .r 52 52 I 1 W 8 x 67 Comer Brame ! 5.0 9.024 0 24 3..00 12.0 53 56 4 W 1:2 x 50 I Cantilever 9.0 14.0 23.0 24 57 61 5 ; W 14 x 43 = Cann lever 9.0 14.0 23.0 i 24 - 62 62 1 W 14 x 30 Cantilever 5,0 10.0 15.0 24 - BACKFILL SOLDIER BEAM #1 WITH 3/4 CRASHED ROCK FOR REMOVAL UPON COMPLETION ^ OF TEMPORARY SHORING. NEW SHEET SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 E CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUIILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF IENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RR TR RR 1 NEW SHEET z DESCRIPTION: PT. 1023 134WCCS2 LOCATION: 2" DISK IN MEDIAN OF LEUCADIA BLVD. 141' WEST OF LEFT TURN ISLAND AT QUAIL GARDENS RECORD FROM: RD5 18416 ELEVATION: 60.601' DATUM: NAVD88 i' .2.�$b, ::H, ( fr .� ..^jrr'=":0. ,. i Y'�- .^.. :. ", "� ..... :.. ... n .:. .l.iJf ! ... .,.: ! .. :0. � ' FT'. .� :.� - ra°.�ra�,�s a �.. ,. �_�,' �,�°.�rr.�z�ar �.u. .�32� ��.� s.x.,�....:,�:..,'.�.......,., n.- - - INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: 80503 ---- ROY P. REED EXP.: 3.31-19 �f :✓{ ..r3.;± 5: D' .4. Diu i°}.;^:.�� db .Y,.i' Jr.":<':E:�:: `°R. .f<luv*.�{3. MEW? .S>..-i_.. ..:_a2,.,� Z:..S-.x<,.i`..,./.�:i:..�i..r«.u.-.......,.r...�,.......e.>. J ' Y- f - �' -i. /:.. -. 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